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# Line 3 | Line 3 | Mechanics}
3   \section{\label{introSection:classicalMechanics}Classical
4   Mechanics}
5  
6 < Closely related to Classical Mechanics, Molecular Dynamics
7 < simulations are carried out by integrating the equations of motion
8 < for a given system of particles. There are three fundamental ideas
9 < behind classical mechanics. Firstly, one can determine the state of
10 < a mechanical system at any time of interest; Secondly, all the
11 < mechanical properties of the system at that time can be determined
12 < by combining the knowledge of the properties of the system with the
13 < specification of this state; Finally, the specification of the state
14 < when further combine with the laws of mechanics will also be
15 < sufficient to predict the future behavior of the system.
6 > Using equations of motion derived from Classical Mechanics,
7 > Molecular Dynamics simulations are carried out by integrating the
8 > equations of motion for a given system of particles. There are three
9 > fundamental ideas behind classical mechanics. Firstly, one can
10 > determine the state of a mechanical system at any time of interest;
11 > Secondly, all the mechanical properties of the system at that time
12 > can be determined by combining the knowledge of the properties of
13 > the system with the specification of this state; Finally, the
14 > specification of the state when further combined with the laws of
15 > mechanics will also be sufficient to predict the future behavior of
16 > the system.
17  
18   \subsection{\label{introSection:newtonian}Newtonian Mechanics}
19   The discovery of Newton's three laws of mechanics which govern the
# Line 31 | Line 32 | Newton's third law states that
32   $F_{ji}$ be the force that particle $j$ exerts on particle $i$.
33   Newton's third law states that
34   \begin{equation}
35 < F_{ij} = -F_{ji}
35 > F_{ij} = -F_{ji}.
36   \label{introEquation:newtonThirdLaw}
37   \end{equation}
37
38   Conservation laws of Newtonian Mechanics play very important roles
39   in solving mechanics problems. The linear momentum of a particle is
40   conserved if it is free or it experiences no force. The second
# Line 63 | Line 63 | momentum of it is conserved. The last conservation the
63   \end{equation}
64   If there are no external torques acting on a body, the angular
65   momentum of it is conserved. The last conservation theorem state
66 < that if all forces are conservative, Energy
67 < \begin{equation}E = T + V \label{introEquation:energyConservation}
66 > that if all forces are conservative, energy is conserved,
67 > \begin{equation}E = T + V. \label{introEquation:energyConservation}
68   \end{equation}
69 < is conserved. All of these conserved quantities are
70 < important factors to determine the quality of numerical integration
71 < schemes for rigid bodies \cite{Dullweber1997}.
69 > All of these conserved quantities are important factors to determine
70 > the quality of numerical integration schemes for rigid
71 > bodies.\cite{Dullweber1997}
72  
73   \subsection{\label{introSection:lagrangian}Lagrangian Mechanics}
74  
75 < Newtonian Mechanics suffers from two important limitations: motions
76 < can only be described in cartesian coordinate systems. Moreover, It
77 < become impossible to predict analytically the properties of the
78 < system even if we know all of the details of the interaction. In
79 < order to overcome some of the practical difficulties which arise in
80 < attempts to apply Newton's equation to complex system, approximate
81 < numerical procedures may be developed.
75 > Newtonian Mechanics suffers from an important limitation: motion can
76 > only be described in cartesian coordinate systems which make it
77 > impossible to predict analytically the properties of the system even
78 > if we know all of the details of the interaction. In order to
79 > overcome some of the practical difficulties which arise in attempts
80 > to apply Newton's equation to complex systems, approximate numerical
81 > procedures may be developed.
82  
83   \subsubsection{\label{introSection:halmiltonPrinciple}\textbf{Hamilton's
84   Principle}}
85  
86   Hamilton introduced the dynamical principle upon which it is
87   possible to base all of mechanics and most of classical physics.
88 < Hamilton's Principle may be stated as follows,
89 <
90 < The actual trajectory, along which a dynamical system may move from
91 < one point to another within a specified time, is derived by finding
92 < the path which minimizes the time integral of the difference between
93 < the kinetic, $K$, and potential energies, $U$.
88 > Hamilton's Principle may be stated as follows: the trajectory, along
89 > which a dynamical system may move from one point to another within a
90 > specified time, is derived by finding the path which minimizes the
91 > time integral of the difference between the kinetic $K$, and
92 > potential energies $U$,
93   \begin{equation}
94 < \delta \int_{t_1 }^{t_2 } {(K - U)dt = 0} ,
94 > \delta \int_{t_1 }^{t_2 } {(K - U)dt = 0}.
95   \label{introEquation:halmitonianPrinciple1}
96   \end{equation}
98
97   For simple mechanical systems, where the forces acting on the
98   different parts are derivable from a potential, the Lagrangian
99   function $L$ can be defined as the difference between the kinetic
100   energy of the system and its potential energy,
101   \begin{equation}
102 < L \equiv K - U = L(q_i ,\dot q_i ) ,
102 > L \equiv K - U = L(q_i ,\dot q_i ).
103   \label{introEquation:lagrangianDef}
104   \end{equation}
105 < then Eq.~\ref{introEquation:halmitonianPrinciple1} becomes
105 > Thus, Eq.~\ref{introEquation:halmitonianPrinciple1} becomes
106   \begin{equation}
107 < \delta \int_{t_1 }^{t_2 } {L dt = 0} ,
107 > \delta \int_{t_1 }^{t_2 } {L dt = 0} .
108   \label{introEquation:halmitonianPrinciple2}
109   \end{equation}
110  
111   \subsubsection{\label{introSection:equationOfMotionLagrangian}\textbf{The
112   Equations of Motion in Lagrangian Mechanics}}
113  
114 < For a holonomic system of $f$ degrees of freedom, the equations of
115 < motion in the Lagrangian form is
114 > For a system of $f$ degrees of freedom, the equations of motion in
115 > the Lagrangian form is
116   \begin{equation}
117   \frac{d}{{dt}}\frac{{\partial L}}{{\partial \dot q_i }} -
118   \frac{{\partial L}}{{\partial q_i }} = 0,{\rm{ }}i = 1, \ldots,f
# Line 138 | Line 136 | p_i  = \frac{{\partial L}}{{\partial q_i }}
136   p_i  = \frac{{\partial L}}{{\partial q_i }}
137   \label{introEquation:generalizedMomentaDot}
138   \end{equation}
141
139   With the help of the generalized momenta, we may now define a new
140   quantity $H$ by the equation
141   \begin{equation}
# Line 146 | Line 143 | where $ \dot q_1  \ldots \dot q_f $ are generalized ve
143   \label{introEquation:hamiltonianDefByLagrangian}
144   \end{equation}
145   where $ \dot q_1  \ldots \dot q_f $ are generalized velocities and
146 < $L$ is the Lagrangian function for the system.
147 <
151 < Differentiating Eq.~\ref{introEquation:hamiltonianDefByLagrangian},
152 < one can obtain
146 > $L$ is the Lagrangian function for the system. Differentiating
147 > Eq.~\ref{introEquation:hamiltonianDefByLagrangian}, one can obtain
148   \begin{equation}
149   dH = \sum\limits_k {\left( {p_k d\dot q_k  + \dot q_k dp_k  -
150   \frac{{\partial L}}{{\partial q_k }}dq_k  - \frac{{\partial
151   L}}{{\partial \dot q_k }}d\dot q_k } \right)}  - \frac{{\partial
152 < L}}{{\partial t}}dt \label{introEquation:diffHamiltonian1}
152 > L}}{{\partial t}}dt . \label{introEquation:diffHamiltonian1}
153   \end{equation}
154 < Making use of  Eq.~\ref{introEquation:generalizedMomenta}, the
155 < second and fourth terms in the parentheses cancel. Therefore,
154 > Making use of Eq.~\ref{introEquation:generalizedMomenta}, the second
155 > and fourth terms in the parentheses cancel. Therefore,
156   Eq.~\ref{introEquation:diffHamiltonian1} can be rewritten as
157   \begin{equation}
158   dH = \sum\limits_k {\left( {\dot q_k dp_k  - \dot p_k dq_k }
159 < \right)}  - \frac{{\partial L}}{{\partial t}}dt
159 > \right)}  - \frac{{\partial L}}{{\partial t}}dt .
160   \label{introEquation:diffHamiltonian2}
161   \end{equation}
162   By identifying the coefficients of $dq_k$, $dp_k$ and dt, we can
# Line 180 | Line 175 | t}}
175   t}}
176   \label{introEquation:motionHamiltonianTime}
177   \end{equation}
178 <
184 < Eq.~\ref{introEquation:motionHamiltonianCoordinate} and
178 > where Eq.~\ref{introEquation:motionHamiltonianCoordinate} and
179   Eq.~\ref{introEquation:motionHamiltonianMomentum} are Hamilton's
180   equation of motion. Due to their symmetrical formula, they are also
181 < known as the canonical equations of motions \cite{Goldstein2001}.
181 > known as the canonical equations of motions.\cite{Goldstein2001}
182  
183   An important difference between Lagrangian approach and the
184   Hamiltonian approach is that the Lagrangian is considered to be a
# Line 194 | Line 188 | coordinate and its time derivative as independent vari
188   Hamiltonian Mechanics is more appropriate for application to
189   statistical mechanics and quantum mechanics, since it treats the
190   coordinate and its time derivative as independent variables and it
191 < only works with 1st-order differential equations\cite{Marion1990}.
198 <
191 > only works with 1st-order differential equations.\cite{Marion1990}
192   In Newtonian Mechanics, a system described by conservative forces
193 < conserves the total energy \ref{introEquation:energyConservation}.
194 < It follows that Hamilton's equations of motion conserve the total
195 < Hamiltonian.
193 > conserves the total energy
194 > (Eq.~\ref{introEquation:energyConservation}). It follows that
195 > Hamilton's equations of motion conserve the total Hamiltonian
196   \begin{equation}
197   \frac{{dH}}{{dt}} = \sum\limits_i {\left( {\frac{{\partial
198   H}}{{\partial q_i }}\dot q_i  + \frac{{\partial H}}{{\partial p_i
199   }}\dot p_i } \right)}  = \sum\limits_i {\left( {\frac{{\partial
200   H}}{{\partial q_i }}\frac{{\partial H}}{{\partial p_i }} -
201   \frac{{\partial H}}{{\partial p_i }}\frac{{\partial H}}{{\partial
202 < q_i }}} \right) = 0} \label{introEquation:conserveHalmitonian}
202 > q_i }}} \right) = 0}. \label{introEquation:conserveHalmitonian}
203   \end{equation}
204  
205   \section{\label{introSection:statisticalMechanics}Statistical
# Line 215 | Line 208 | The following section will give a brief introduction t
208   The thermodynamic behaviors and properties of Molecular Dynamics
209   simulation are governed by the principle of Statistical Mechanics.
210   The following section will give a brief introduction to some of the
211 < Statistical Mechanics concepts and theorem presented in this
211 > Statistical Mechanics concepts and theorems presented in this
212   dissertation.
213  
214   \subsection{\label{introSection:ensemble}Phase Space and Ensemble}
215  
216   Mathematically, phase space is the space which represents all
217 < possible states. Each possible state of the system corresponds to
218 < one unique point in the phase space. For mechanical systems, the
219 < phase space usually consists of all possible values of position and
220 < momentum variables. Consider a dynamic system of $f$ particles in a
221 < cartesian space, where each of the $6f$ coordinates and momenta is
222 < assigned to one of $6f$ mutually orthogonal axes, the phase space of
223 < this system is a $6f$ dimensional space. A point, $x = (q_1 , \ldots
224 < ,q_f ,p_1 , \ldots ,p_f )$, with a unique set of values of $6f$
225 < coordinates and momenta is a phase space vector.
217 > possible states of a system. Each possible state of the system
218 > corresponds to one unique point in the phase space. For mechanical
219 > systems, the phase space usually consists of all possible values of
220 > position and momentum variables. Consider a dynamic system of $f$
221 > particles in a cartesian space, where each of the $6f$ coordinates
222 > and momenta is assigned to one of $6f$ mutually orthogonal axes, the
223 > phase space of this system is a $6f$ dimensional space. A point, $x
224 > =
225 > (\mathord{\buildrel{\lower3pt\hbox{$\scriptscriptstyle\rightharpoonup$}}
226 > \over q} _1 , \ldots
227 > ,\mathord{\buildrel{\lower3pt\hbox{$\scriptscriptstyle\rightharpoonup$}}
228 > \over q} _f
229 > ,\mathord{\buildrel{\lower3pt\hbox{$\scriptscriptstyle\rightharpoonup$}}
230 > \over p} _1  \ldots
231 > ,\mathord{\buildrel{\lower3pt\hbox{$\scriptscriptstyle\rightharpoonup$}}
232 > \over p} _f )$ , with a unique set of values of $6f$ coordinates and
233 > momenta is a phase space vector.
234 > %%%fix me
235  
236 < A microscopic state or microstate of a classical system is
235 < specification of the complete phase space vector of a system at any
236 < instant in time. An ensemble is defined as a collection of systems
237 < sharing one or more macroscopic characteristics but each being in a
238 < unique microstate. The complete ensemble is specified by giving all
239 < systems or microstates consistent with the common macroscopic
240 < characteristics of the ensemble. Although the state of each
241 < individual system in the ensemble could be precisely described at
242 < any instance in time by a suitable phase space vector, when using
243 < ensembles for statistical purposes, there is no need to maintain
244 < distinctions between individual systems, since the numbers of
245 < systems at any time in the different states which correspond to
246 < different regions of the phase space are more interesting. Moreover,
247 < in the point of view of statistical mechanics, one would prefer to
248 < use ensembles containing a large enough population of separate
249 < members so that the numbers of systems in such different states can
250 < be regarded as changing continuously as we traverse different
251 < regions of the phase space. The condition of an ensemble at any time
236 > In statistical mechanics, the condition of an ensemble at any time
237   can be regarded as appropriately specified by the density $\rho$
238   with which representative points are distributed over the phase
239   space. The density distribution for an ensemble with $f$ degrees of
# Line 258 | Line 243 | Governed by the principles of mechanics, the phase poi
243   \label{introEquation:densityDistribution}
244   \end{equation}
245   Governed by the principles of mechanics, the phase points change
246 < their locations which would change the density at any time at phase
246 > their locations which changes the density at any time at phase
247   space. Hence, the density distribution is also to be taken as a
248 < function of the time.
249 <
265 < The number of systems $\delta N$ at time $t$ can be determined by,
248 > function of the time. The number of systems $\delta N$ at time $t$
249 > can be determined by,
250   \begin{equation}
251   \delta N = \rho (q,p,t)dq_1  \ldots dq_f dp_1  \ldots dp_f.
252   \label{introEquation:deltaN}
253   \end{equation}
254 < Assuming a large enough population of systems, we can sufficiently
254 > Assuming enough copies of the systems, we can sufficiently
255   approximate $\delta N$ without introducing discontinuity when we go
256   from one region in the phase space to another. By integrating over
257   the whole phase space,
# Line 275 | Line 259 | N = \int { \ldots \int {\rho (q,p,t)dq_1 } ...dq_f dp_
259   N = \int { \ldots \int {\rho (q,p,t)dq_1 } ...dq_f dp_1 } ...dp_f
260   \label{introEquation:totalNumberSystem}
261   \end{equation}
262 < gives us an expression for the total number of the systems. Hence,
263 < the probability per unit in the phase space can be obtained by,
262 > gives us an expression for the total number of copies. Hence, the
263 > probability per unit volume in the phase space can be obtained by,
264   \begin{equation}
265   \frac{{\rho (q,p,t)}}{N} = \frac{{\rho (q,p,t)}}{{\int { \ldots \int
266   {\rho (q,p,t)dq_1 } ...dq_f dp_1 } ...dp_f }}.
267   \label{introEquation:unitProbability}
268   \end{equation}
269 < With the help of Equation(\ref{introEquation:unitProbability}) and
270 < the knowledge of the system, it is possible to calculate the average
269 > With the help of Eq.~\ref{introEquation:unitProbability} and the
270 > knowledge of the system, it is possible to calculate the average
271   value of any desired quantity which depends on the coordinates and
272 < momenta of the system. Even when the dynamics of the real system is
272 > momenta of the system. Even when the dynamics of the real system are
273   complex, or stochastic, or even discontinuous, the average
274 < properties of the ensemble of possibilities as a whole remaining
275 < well defined. For a classical system in thermal equilibrium with its
274 > properties of the ensemble of possibilities as a whole remain well
275 > defined. For a classical system in thermal equilibrium with its
276   environment, the ensemble average of a mechanical quantity, $\langle
277   A(q , p) \rangle_t$, takes the form of an integral over the phase
278   space of the system,
279   \begin{equation}
280   \langle  A(q , p) \rangle_t = \frac{{\int { \ldots \int {A(q,p)\rho
281   (q,p,t)dq_1 } ...dq_f dp_1 } ...dp_f }}{{\int { \ldots \int {\rho
282 < (q,p,t)dq_1 } ...dq_f dp_1 } ...dp_f }}
282 > (q,p,t)dq_1 } ...dq_f dp_1 } ...dp_f }}.
283   \label{introEquation:ensembelAverage}
284   \end{equation}
301
302 There are several different types of ensembles with different
303 statistical characteristics. As a function of macroscopic
304 parameters, such as temperature \textit{etc}, the partition function
305 can be used to describe the statistical properties of a system in
306 thermodynamic equilibrium.
307
308 As an ensemble of systems, each of which is known to be thermally
309 isolated and conserve energy, the Microcanonical ensemble(NVE) has a
310 partition function like,
311 \begin{equation}
312 \Omega (N,V,E) = e^{\beta TS} \label{introEquation:NVEPartition}.
313 \end{equation}
314 A canonical ensemble(NVT)is an ensemble of systems, each of which
315 can share its energy with a large heat reservoir. The distribution
316 of the total energy amongst the possible dynamical states is given
317 by the partition function,
318 \begin{equation}
319 \Omega (N,V,T) = e^{ - \beta A}
320 \label{introEquation:NVTPartition}
321 \end{equation}
322 Here, $A$ is the Helmholtz free energy which is defined as $ A = U -
323 TS$. Since most experiments are carried out under constant pressure
324 condition, the isothermal-isobaric ensemble(NPT) plays a very
325 important role in molecular simulations. The isothermal-isobaric
326 ensemble allow the system to exchange energy with a heat bath of
327 temperature $T$ and to change the volume as well. Its partition
328 function is given as
329 \begin{equation}
330 \Delta (N,P,T) =  - e^{\beta G}.
331 \label{introEquation:NPTPartition}
332 \end{equation}
333 Here, $G = U - TS + PV$, and $G$ is called Gibbs free energy.
285  
286   \subsection{\label{introSection:liouville}Liouville's theorem}
287  
288   Liouville's theorem is the foundation on which statistical mechanics
289   rests. It describes the time evolution of the phase space
290   distribution function. In order to calculate the rate of change of
291 < $\rho$, we begin from Equation(\ref{introEquation:deltaN}). If we
292 < consider the two faces perpendicular to the $q_1$ axis, which are
293 < located at $q_1$ and $q_1 + \delta q_1$, the number of phase points
294 < leaving the opposite face is given by the expression,
291 > $\rho$, we begin from Eq.~\ref{introEquation:deltaN}. If we consider
292 > the two faces perpendicular to the $q_1$ axis, which are located at
293 > $q_1$ and $q_1 + \delta q_1$, the number of phase points leaving the
294 > opposite face is given by the expression,
295   \begin{equation}
296   \left( {\rho  + \frac{{\partial \rho }}{{\partial q_1 }}\delta q_1 }
297   \right)\left( {\dot q_1  + \frac{{\partial \dot q_1 }}{{\partial q_1
# Line 373 | Line 324 | simple form,
324   \frac{{\partial \rho }}{{\partial p_i }}\dot p_i } \right)}  = 0 .
325   \label{introEquation:liouvilleTheorem}
326   \end{equation}
376
327   Liouville's theorem states that the distribution function is
328   constant along any trajectory in phase space. In classical
329 < statistical mechanics, since the number of particles in the system
330 < is huge, we may be able to believe the system is stationary,
329 > statistical mechanics, since the number of system copies in an
330 > ensemble is huge and constant, we can assume the local density has
331 > no reason (other than classical mechanics) to change,
332   \begin{equation}
333   \frac{{\partial \rho }}{{\partial t}} = 0.
334   \label{introEquation:stationary}
# Line 407 | Line 358 | dp_1 } ..dp_f.
358   \frac{{d(\delta N)}}{{dt}} = \frac{{d\rho }}{{dt}}\delta v + \rho
359   \frac{d}{{dt}}(\delta v) = 0.
360   \end{equation}
361 < With the help of stationary assumption
362 < (\ref{introEquation:stationary}), we obtain the principle of the
361 > With the help of the stationary assumption
362 > (Eq.~\ref{introEquation:stationary}), we obtain the principle of
363   \emph{conservation of volume in phase space},
364   \begin{equation}
365   \frac{d}{{dt}}(\delta v) = \frac{d}{{dt}}\int { \ldots \int {dq_1 }
# Line 418 | Line 369 | With the help of stationary assumption
369  
370   \subsubsection{\label{introSection:liouvilleInOtherForms}\textbf{Liouville's Theorem in Other Forms}}
371  
372 < Liouville's theorem can be expresses in a variety of different forms
372 > Liouville's theorem can be expressed in a variety of different forms
373   which are convenient within different contexts. For any two function
374   $F$ and $G$ of the coordinates and momenta of a system, the Poisson
375 < bracket ${F, G}$ is defined as
375 > bracket $\{F,G\}$ is defined as
376   \begin{equation}
377   \left\{ {F,G} \right\} = \sum\limits_i {\left( {\frac{{\partial
378   F}}{{\partial q_i }}\frac{{\partial G}}{{\partial p_i }} -
# Line 429 | Line 380 | q_i }}} \right)}.
380   q_i }}} \right)}.
381   \label{introEquation:poissonBracket}
382   \end{equation}
383 < Substituting equations of motion in Hamiltonian formalism(
384 < \ref{introEquation:motionHamiltonianCoordinate} ,
385 < \ref{introEquation:motionHamiltonianMomentum} ) into
386 < (\ref{introEquation:liouvilleTheorem}), we can rewrite Liouville's
387 < theorem using Poisson bracket notion,
383 > Substituting equations of motion in Hamiltonian formalism
384 > (Eq.~\ref{introEquation:motionHamiltonianCoordinate} ,
385 > Eq.~\ref{introEquation:motionHamiltonianMomentum}) into
386 > (Eq.~\ref{introEquation:liouvilleTheorem}), we can rewrite
387 > Liouville's theorem using Poisson bracket notion,
388   \begin{equation}
389   \left( {\frac{{\partial \rho }}{{\partial t}}} \right) =  - \left\{
390   {\rho ,H} \right\}.
# Line 452 | Line 403 | expressed as
403   \left( {\frac{{\partial \rho }}{{\partial t}}} \right) =  - iL\rho
404   \label{introEquation:liouvilleTheoremInOperator}
405   \end{equation}
406 <
406 > which can help define a propagator $\rho (t) = e^{-iLt} \rho (0)$.
407   \subsection{\label{introSection:ergodic}The Ergodic Hypothesis}
408  
409   Various thermodynamic properties can be calculated from Molecular
# Line 461 | Line 412 | certain time interval and the measurements are average
412   simulation and the quality of the underlying model. However, both
413   experiments and computer simulations are usually performed during a
414   certain time interval and the measurements are averaged over a
415 < period of them which is different from the average behavior of
415 > period of time which is different from the average behavior of
416   many-body system in Statistical Mechanics. Fortunately, the Ergodic
417   Hypothesis makes a connection between time average and the ensemble
418   average. It states that the time average and average over the
419 < statistical ensemble are identical \cite{Frenkel1996, Leach2001}.
419 > statistical ensemble are identical:\cite{Frenkel1996, Leach2001}
420   \begin{equation}
421   \langle A(q , p) \rangle_t = \mathop {\lim }\limits_{t \to \infty }
422   \frac{1}{t}\int\limits_0^t {A(q(t),p(t))dt = \int\limits_\Gamma
# Line 474 | Line 425 | distribution function. If an observation is averaged o
425   where $\langle  A(q , p) \rangle_t$ is an equilibrium value of a
426   physical quantity and $\rho (p(t), q(t))$ is the equilibrium
427   distribution function. If an observation is averaged over a
428 < sufficiently long time (longer than relaxation time), all accessible
429 < microstates in phase space are assumed to be equally probed, giving
430 < a properly weighted statistical average. This allows the researcher
431 < freedom of choice when deciding how best to measure a given
432 < observable. In case an ensemble averaged approach sounds most
433 < reasonable, the Monte Carlo techniques\cite{Metropolis1949} can be
428 > sufficiently long time (longer than the relaxation time), all
429 > accessible microstates in phase space are assumed to be equally
430 > probed, giving a properly weighted statistical average. This allows
431 > the researcher freedom of choice when deciding how best to measure a
432 > given observable. In case an ensemble averaged approach sounds most
433 > reasonable, the Monte Carlo methods\cite{Metropolis1949} can be
434   utilized. Or if the system lends itself to a time averaging
435   approach, the Molecular Dynamics techniques in
436   Sec.~\ref{introSection:molecularDynamics} will be the best
437 < choice\cite{Frenkel1996}.
437 > choice.\cite{Frenkel1996}
438  
439   \section{\label{introSection:geometricIntegratos}Geometric Integrators}
440   A variety of numerical integrators have been proposed to simulate
441   the motions of atoms in MD simulation. They usually begin with
442 < initial conditionals and move the objects in the direction governed
443 < by the differential equations. However, most of them ignore the
444 < hidden physical laws contained within the equations. Since 1990,
445 < geometric integrators, which preserve various phase-flow invariants
446 < such as symplectic structure, volume and time reversal symmetry, are
447 < developed to address this issue\cite{Dullweber1997, McLachlan1998,
448 < Leimkuhler1999}. The velocity verlet method, which happens to be a
442 > initial conditions and move the objects in the direction governed by
443 > the differential equations. However, most of them ignore the hidden
444 > physical laws contained within the equations. Since 1990, geometric
445 > integrators, which preserve various phase-flow invariants such as
446 > symplectic structure, volume and time reversal symmetry, were
447 > developed to address this issue.\cite{Dullweber1997, McLachlan1998,
448 > Leimkuhler1999} The velocity Verlet method, which happens to be a
449   simple example of symplectic integrator, continues to gain
450   popularity in the molecular dynamics community. This fact can be
451   partly explained by its geometric nature.
# Line 506 | Line 457 | viewed as a whole. A \emph{differentiable manifold} (a
457   surface of Earth. It seems to be flat locally, but it is round if
458   viewed as a whole. A \emph{differentiable manifold} (also known as
459   \emph{smooth manifold}) is a manifold on which it is possible to
460 < apply calculus on \emph{differentiable manifold}. A \emph{symplectic
461 < manifold} is defined as a pair $(M, \omega)$ which consists of a
462 < \emph{differentiable manifold} $M$ and a close, non-degenerated,
460 > apply calculus.\cite{Hirsch1997} A \emph{symplectic manifold} is
461 > defined as a pair $(M, \omega)$ which consists of a
462 > \emph{differentiable manifold} $M$ and a close, non-degenerate,
463   bilinear symplectic form, $\omega$. A symplectic form on a vector
464   space $V$ is a function $\omega(x, y)$ which satisfies
465   $\omega(\lambda_1x_1+\lambda_2x_2, y) = \lambda_1\omega(x_1, y)+
466   \lambda_2\omega(x_2, y)$, $\omega(x, y) = - \omega(y, x)$ and
467 < $\omega(x, x) = 0$. The cross product operation in vector field is
468 < an example of symplectic form.
467 > $\omega(x, x) = 0$.\cite{McDuff1998} The cross product operation in
468 > vector field is an example of symplectic form. One of the
469 > motivations to study \emph{symplectic manifolds} in Hamiltonian
470 > Mechanics is that a symplectic manifold can represent all possible
471 > configurations of the system and the phase space of the system can
472 > be described by it's cotangent bundle.\cite{Jost2002} Every
473 > symplectic manifold is even dimensional. For instance, in Hamilton
474 > equations, coordinate and momentum always appear in pairs.
475  
519 One of the motivations to study \emph{symplectic manifolds} in
520 Hamiltonian Mechanics is that a symplectic manifold can represent
521 all possible configurations of the system and the phase space of the
522 system can be described by it's cotangent bundle. Every symplectic
523 manifold is even dimensional. For instance, in Hamilton equations,
524 coordinate and momentum always appear in pairs.
525
476   \subsection{\label{introSection:ODE}Ordinary Differential Equations}
477  
478   For an ordinary differential system defined as
479   \begin{equation}
480   \dot x = f(x)
481   \end{equation}
482 < where $x = x(q,p)^T$, this system is a canonical Hamiltonian, if
482 > where $x = x(q,p)$, this system is a canonical Hamiltonian, if
483 > $f(x) = J\nabla _x H(x)$. Here, $H = H (q, p)$ is Hamiltonian
484 > function and $J$ is the skew-symmetric matrix
485   \begin{equation}
534 f(r) = J\nabla _x H(r).
535 \end{equation}
536 $H = H (q, p)$ is Hamiltonian function and $J$ is the skew-symmetric
537 matrix
538 \begin{equation}
486   J = \left( {\begin{array}{*{20}c}
487     0 & I  \\
488     { - I} & 0  \\
# Line 545 | Line 492 | system can be rewritten as,
492   where $I$ is an identity matrix. Using this notation, Hamiltonian
493   system can be rewritten as,
494   \begin{equation}
495 < \frac{d}{{dt}}x = J\nabla _x H(x)
495 > \frac{d}{{dt}}x = J\nabla _x H(x).
496   \label{introEquation:compactHamiltonian}
497   \end{equation}In this case, $f$ is
498 < called a \emph{Hamiltonian vector field}.
499 <
553 < Another generalization of Hamiltonian dynamics is Poisson
554 < Dynamics\cite{Olver1986},
498 > called a \emph{Hamiltonian vector field}. Another generalization of
499 > Hamiltonian dynamics is Poisson Dynamics,\cite{Olver1986}
500   \begin{equation}
501   \dot x = J(x)\nabla _x H \label{introEquation:poissonHamiltonian}
502   \end{equation}
503 < The most obvious change being that matrix $J$ now depends on $x$.
503 > where the most obvious change being that matrix $J$ now depends on
504 > $x$.
505  
506 < \subsection{\label{introSection:exactFlow}Exact Flow}
506 > \subsection{\label{introSection:exactFlow}Exact Propagator}
507  
508 < Let $x(t)$ be the exact solution of the ODE system,
508 > Let $x(t)$ be the exact solution of the ODE
509 > system,
510   \begin{equation}
511 < \frac{{dx}}{{dt}} = f(x) \label{introEquation:ODE}
512 < \end{equation}
513 < The exact flow(solution) $\varphi_\tau$ is defined by
514 < \[
515 < x(t+\tau) =\varphi_\tau(x(t))
511 > \frac{{dx}}{{dt}} = f(x), \label{introEquation:ODE}
512 > \end{equation} we can
513 > define its exact propagator $\varphi_\tau$:
514 > \[ x(t+\tau)
515 > =\varphi_\tau(x(t))
516   \]
517   where $\tau$ is a fixed time step and $\varphi$ is a map from phase
518 < space to itself. The flow has the continuous group property,
518 > space to itself. The propagator has the continuous group property,
519   \begin{equation}
520   \varphi _{\tau _1 }  \circ \varphi _{\tau _2 }  = \varphi _{\tau _1
521   + \tau _2 } .
# Line 577 | Line 524 | In particular,
524   \begin{equation}
525   \varphi _\tau   \circ \varphi _{ - \tau }  = I
526   \end{equation}
527 < Therefore, the exact flow is self-adjoint,
527 > Therefore, the exact propagator is self-adjoint,
528   \begin{equation}
529   \varphi _\tau   = \varphi _{ - \tau }^{ - 1}.
530   \end{equation}
531 < The exact flow can also be written in terms of the of an operator,
531 > The exact propagator can also be written as an operator,
532   \begin{equation}
533   \varphi _\tau  (x) = e^{\tau \sum\limits_i {f_i (x)\frac{\partial
534   }{{\partial x_i }}} } (x) \equiv \exp (\tau f)(x).
535   \label{introEquation:exponentialOperator}
536   \end{equation}
537 <
538 < In most cases, it is not easy to find the exact flow $\varphi_\tau$.
539 < Instead, we use a approximate map, $\psi_\tau$, which is usually
540 < called integrator. The order of an integrator $\psi_\tau$ is $p$, if
541 < the Taylor series of $\psi_\tau$ agree to order $p$,
537 > In most cases, it is not easy to find the exact propagator
538 > $\varphi_\tau$. Instead, we use an approximate map, $\psi_\tau$,
539 > which is usually called an integrator. The order of an integrator
540 > $\psi_\tau$ is $p$, if the Taylor series of $\psi_\tau$ agree to
541 > order $p$,
542   \begin{equation}
543 < \psi_tau(x) = x + \tau f(x) + O(\tau^{p+1})
543 > \psi_\tau(x) = x + \tau f(x) + O(\tau^{p+1})
544   \end{equation}
545  
546   \subsection{\label{introSection:geometricProperties}Geometric Properties}
547  
548 < The hidden geometric properties\cite{Budd1999, Marsden1998} of ODE
549 < and its flow play important roles in numerical studies. Many of them
550 < can be found in systems which occur naturally in applications.
551 <
552 < Let $\varphi$ be the flow of Hamiltonian vector field, $\varphi$ is
606 < a \emph{symplectic} flow if it satisfies,
548 > The hidden geometric properties\cite{Budd1999, Marsden1998} of an
549 > ODE and its propagator play important roles in numerical studies.
550 > Many of them can be found in systems which occur naturally in
551 > applications. Let $\varphi$ be the propagator of Hamiltonian vector
552 > field, $\varphi$ is a \emph{symplectic} propagator if it satisfies,
553   \begin{equation}
554   {\varphi '}^T J \varphi ' = J.
555   \end{equation}
556   According to Liouville's theorem, the symplectic volume is invariant
557 < under a Hamiltonian flow, which is the basis for classical
558 < statistical mechanics. Furthermore, the flow of a Hamiltonian vector
559 < field on a symplectic manifold can be shown to be a
557 > under a Hamiltonian propagator, which is the basis for classical
558 > statistical mechanics. Furthermore, the propagator of a Hamiltonian
559 > vector field on a symplectic manifold can be shown to be a
560   symplectomorphism. As to the Poisson system,
561   \begin{equation}
562   {\varphi '}^T J \varphi ' = J \circ \varphi
563   \end{equation}
564 < is the property must be preserved by the integrator.
565 <
566 < It is possible to construct a \emph{volume-preserving} flow for a
567 < source free($ \nabla \cdot f = 0 $) ODE, if the flow satisfies $
568 < \det d\varphi  = 1$. One can show easily that a symplectic flow will
569 < be volume-preserving.
570 <
625 < Changing the variables $y = h(x)$ in a ODE\ref{introEquation:ODE}
626 < will result in a new system,
564 > is the property that must be preserved by the integrator. It is
565 > possible to construct a \emph{volume-preserving} propagator for a
566 > source free ODE ($ \nabla \cdot f = 0 $), if the propagator
567 > satisfies $ \det d\varphi  = 1$. One can show easily that a
568 > symplectic propagator will be volume-preserving. Changing the
569 > variables $y = h(x)$ in an ODE (Eq.~\ref{introEquation:ODE}) will
570 > result in a new system,
571   \[
572   \dot y = \tilde f(y) = ((dh \cdot f)h^{ - 1} )(y).
573   \]
574   The vector filed $f$ has reversing symmetry $h$ if $f = - \tilde f$.
575 < In other words, the flow of this vector field is reversible if and
576 < only if $ h \circ \varphi ^{ - 1}  = \varphi  \circ h $.
577 <
578 < A \emph{first integral}, or conserved quantity of a general
579 < differential function is a function $ G:R^{2d}  \to R^d $ which is
636 < constant for all solutions of the ODE $\frac{{dx}}{{dt}} = f(x)$ ,
575 > In other words, the propagator of this vector field is reversible if
576 > and only if $ h \circ \varphi ^{ - 1}  = \varphi  \circ h $. A
577 > conserved quantity of a general differential function is a function
578 > $ G:R^{2d}  \to R^d $ which is constant for all solutions of the ODE
579 > $\frac{{dx}}{{dt}} = f(x)$ ,
580   \[
581   \frac{{dG(x(t))}}{{dt}} = 0.
582   \]
583 < Using chain rule, one may obtain,
583 > Using the chain rule, one may obtain,
584   \[
585 < \sum\limits_i {\frac{{dG}}{{dx_i }}} f_i (x) = f \bullet \nabla G,
585 > \sum\limits_i {\frac{{dG}}{{dx_i }}} f_i (x) = f \cdot \nabla G,
586   \]
587 < which is the condition for conserving \emph{first integral}. For a
588 < canonical Hamiltonian system, the time evolution of an arbitrary
589 < smooth function $G$ is given by,
647 <
587 > which is the condition for conserved quantities. For a canonical
588 > Hamiltonian system, the time evolution of an arbitrary smooth
589 > function $G$ is given by,
590   \begin{eqnarray}
591 < \frac{{dG(x(t))}}{{dt}} & = & [\nabla _x G(x(t))]^T \dot x(t) \\
592 <                        & = & [\nabla _x G(x(t))]^T J\nabla _x H(x(t)). \\
591 > \frac{{dG(x(t))}}{{dt}} & = & [\nabla _x G(x(t))]^T \dot x(t) \notag\\
592 >                        & = & [\nabla _x G(x(t))]^T J\nabla _x H(x(t)).
593   \label{introEquation:firstIntegral1}
594   \end{eqnarray}
595 <
596 <
655 < Using poisson bracket notion, Equation
656 < \ref{introEquation:firstIntegral1} can be rewritten as
595 > Using poisson bracket notion, Eq.~\ref{introEquation:firstIntegral1}
596 > can be rewritten as
597   \[
598   \frac{d}{{dt}}G(x(t)) = \left\{ {G,H} \right\}(x(t)).
599   \]
600 < Therefore, the sufficient condition for $G$ to be the \emph{first
601 < integral} of a Hamiltonian system is
602 < \[
603 < \left\{ {G,H} \right\} = 0.
664 < \]
665 < As well known, the Hamiltonian (or energy) H of a Hamiltonian system
666 < is a \emph{first integral}, which is due to the fact $\{ H,H\}  =
667 < 0$.
668 <
600 > Therefore, the sufficient condition for $G$ to be a conserved
601 > quantity of a Hamiltonian system is $\left\{ {G,H} \right\} = 0.$ As
602 > is well known, the Hamiltonian (or energy) H of a Hamiltonian system
603 > is a conserved quantity, which is due to the fact $\{ H,H\}  = 0$.
604   When designing any numerical methods, one should always try to
605 < preserve the structural properties of the original ODE and its flow.
605 > preserve the structural properties of the original ODE and its
606 > propagator.
607  
608   \subsection{\label{introSection:constructionSymplectic}Construction of Symplectic Methods}
609   A lot of well established and very effective numerical methods have
610 < been successful precisely because of their symplecticities even
610 > been successful precisely because of their symplectic nature even
611   though this fact was not recognized when they were first
612 < constructed. The most famous example is the Verlet-leapfrog methods
612 > constructed. The most famous example is the Verlet-leapfrog method
613   in molecular dynamics. In general, symplectic integrators can be
614   constructed using one of four different methods.
615   \begin{enumerate}
# Line 682 | Line 618 | constructed using one of four different methods.
618   \item Runge-Kutta methods
619   \item Splitting methods
620   \end{enumerate}
621 <
686 < Generating function\cite{Channell1990} tends to lead to methods
621 > Generating functions\cite{Channell1990} tend to lead to methods
622   which are cumbersome and difficult to use. In dissipative systems,
623   variational methods can capture the decay of energy
624 < accurately\cite{Kane2000}. Since their geometrically unstable nature
624 > accurately.\cite{Kane2000} Since they are geometrically unstable
625   against non-Hamiltonian perturbations, ordinary implicit Runge-Kutta
626   methods are not suitable for Hamiltonian system. Recently, various
627 < high-order explicit Runge-Kutta methods
628 < \cite{Owren1992,Chen2003}have been developed to overcome this
629 < instability. However, due to computational penalty involved in
630 < implementing the Runge-Kutta methods, they have not attracted much
631 < attention from the Molecular Dynamics community. Instead, splitting
632 < methods have been widely accepted since they exploit natural
633 < decompositions of the system\cite{Tuckerman1992, McLachlan1998}.
627 > high-order explicit Runge-Kutta methods \cite{Owren1992,Chen2003}
628 > have been developed to overcome this instability. However, due to
629 > computational penalty involved in implementing the Runge-Kutta
630 > methods, they have not attracted much attention from the Molecular
631 > Dynamics community. Instead, splitting methods have been widely
632 > accepted since they exploit natural decompositions of the
633 > system.\cite{McLachlan1998, Tuckerman1992}
634  
635   \subsubsection{\label{introSection:splittingMethod}\textbf{Splitting Methods}}
636  
637   The main idea behind splitting methods is to decompose the discrete
638 < $\varphi_h$ as a composition of simpler flows,
638 > $\varphi_h$ as a composition of simpler propagators,
639   \begin{equation}
640   \varphi _h  = \varphi _{h_1 }  \circ \varphi _{h_2 }  \ldots  \circ
641   \varphi _{h_n }
642   \label{introEquation:FlowDecomposition}
643   \end{equation}
644 < where each of the sub-flow is chosen such that each represent a
645 < simpler integration of the system.
646 <
712 < Suppose that a Hamiltonian system takes the form,
644 > where each of the sub-propagator is chosen such that each represent
645 > a simpler integration of the system. Suppose that a Hamiltonian
646 > system takes the form,
647   \[
648   H = H_1 + H_2.
649   \]
650   Here, $H_1$ and $H_2$ may represent different physical processes of
651   the system. For instance, they may relate to kinetic and potential
652   energy respectively, which is a natural decomposition of the
653 < problem. If $H_1$ and $H_2$ can be integrated using exact flows
654 < $\varphi_1(t)$ and $\varphi_2(t)$, respectively, a simple first
655 < order expression is then given by the Lie-Trotter formula
653 > problem. If $H_1$ and $H_2$ can be integrated using exact
654 > propagators $\varphi_1(t)$ and $\varphi_2(t)$, respectively, a
655 > simple first order expression is then given by the Lie-Trotter
656 > formula
657   \begin{equation}
658   \varphi _h  = \varphi _{1,h}  \circ \varphi _{2,h},
659   \label{introEquation:firstOrderSplitting}
# Line 727 | Line 662 | must follow that each operator $\varphi_i(t)$ is a sym
662   continuous $\varphi _i$ over a time $h$. By definition, as
663   $\varphi_i(t)$ is the exact solution of a Hamiltonian system, it
664   must follow that each operator $\varphi_i(t)$ is a symplectic map.
665 < It is easy to show that any composition of symplectic flows yields a
666 < symplectic map,
665 > It is easy to show that any composition of symplectic propagators
666 > yields a symplectic map,
667   \begin{equation}
668   (\varphi '\phi ')^T J\varphi '\phi ' = \phi '^T \varphi '^T J\varphi
669   '\phi ' = \phi '^T J\phi ' = J,
# Line 736 | Line 671 | splitting in this context automatically generates a sy
671   \end{equation}
672   where $\phi$ and $\psi$ both are symplectic maps. Thus operator
673   splitting in this context automatically generates a symplectic map.
674 <
675 < The Lie-Trotter splitting(\ref{introEquation:firstOrderSplitting})
676 < introduces local errors proportional to $h^2$, while Strang
677 < splitting gives a second-order decomposition,
674 > The Lie-Trotter
675 > splitting(Eq.~\ref{introEquation:firstOrderSplitting}) introduces
676 > local errors proportional to $h^2$, while the Strang splitting gives
677 > a second-order decomposition,\cite{Strang1968}
678   \begin{equation}
679   \varphi _h  = \varphi _{1,h/2}  \circ \varphi _{2,h}  \circ \varphi
680   _{1,h/2} , \label{introEquation:secondOrderSplitting}
681   \end{equation}
682 < which has a local error proportional to $h^3$. The Sprang
682 > which has a local error proportional to $h^3$. The Strang
683   splitting's popularity in molecular simulation community attribute
684   to its symmetric property,
685   \begin{equation}
686   \varphi _h^{ - 1} = \varphi _{ - h}.
687   \label{introEquation:timeReversible}
688 < \end{equation},appendixFig:architecture
688 > \end{equation}
689  
690 < \subsubsection{\label{introSection:exampleSplittingMethod}\textbf{Example of Splitting Method}}
690 > \subsubsection{\label{introSection:exampleSplittingMethod}\textbf{Examples of the Splitting Method}}
691   The classical equation for a system consisting of interacting
692   particles can be written in Hamiltonian form,
693   \[
694   H = T + V
695   \]
696   where $T$ is the kinetic energy and $V$ is the potential energy.
697 < Setting $H_1 = T, H_2 = V$ and applying Strang splitting, one
697 > Setting $H_1 = T, H_2 = V$ and applying the Strang splitting, one
698   obtains the following:
699   \begin{align}
700   q(\Delta t) &= q(0) + \dot{q}(0)\Delta t +
# Line 772 | Line 707 | known as \emph{velocity verlet} which is
707   \end{align}
708   where $F(t)$ is the force at time $t$. This integration scheme is
709   known as \emph{velocity verlet} which is
710 < symplectic(\ref{introEquation:SymplecticFlowComposition}),
711 < time-reversible(\ref{introEquation:timeReversible}) and
712 < volume-preserving (\ref{introEquation:volumePreserving}). These
710 > symplectic(Eq.~\ref{introEquation:SymplecticFlowComposition}),
711 > time-reversible(Eq.~\ref{introEquation:timeReversible}) and
712 > volume-preserving (Eq.~\ref{introEquation:volumePreserving}). These
713   geometric properties attribute to its long-time stability and its
714   popularity in the community. However, the most commonly used
715   velocity verlet integration scheme is written as below,
# Line 786 | Line 721 | q(\Delta t) &= q(0) + \Delta t\, \dot{q}\biggl (\frac{
721      \label{introEquation:Lp9b}\\%
722   %
723   \dot{q}(\Delta t) &= \dot{q}\biggl (\frac{\Delta t}{2}\biggr ) +
724 <    \frac{\Delta t}{2m}\, F[q(0)]. \label{introEquation:Lp9c}
724 >    \frac{\Delta t}{2m}\, F[q(t)]. \label{introEquation:Lp9c}
725   \end{align}
726   From the preceding splitting, one can see that the integration of
727   the equations of motion would follow:
# Line 795 | Line 730 | the equations of motion would follow:
730  
731   \item Use the half step velocities to move positions one whole step, $\Delta t$.
732  
733 < \item Evaluate the forces at the new positions, $\mathbf{r}(\Delta t)$, and use the new forces to complete the velocity move.
733 > \item Evaluate the forces at the new positions, $q(\Delta t)$, and use the new forces to complete the velocity move.
734  
735   \item Repeat from step 1 with the new position, velocities, and forces assuming the roles of the initial values.
736   \end{enumerate}
737 <
738 < Simply switching the order of splitting and composing, a new
739 < integrator, the \emph{position verlet} integrator, can be generated,
737 > By simply switching the order of the propagators in the splitting
738 > and composing a new integrator, the \emph{position verlet}
739 > integrator, can be generated,
740   \begin{align}
741   \dot q(\Delta t) &= \dot q(0) + \Delta tF(q(0))\left[ {q(0) +
742   \frac{{\Delta t}}{{2m}}\dot q(0)} \right], %
# Line 814 | Line 749 | q(\Delta t)} \right]. %
749  
750   \subsubsection{\label{introSection:errorAnalysis}\textbf{Error Analysis and Higher Order Methods}}
751  
752 < Baker-Campbell-Hausdorff formula can be used to determine the local
753 < error of splitting method in terms of commutator of the
754 < operators(\ref{introEquation:exponentialOperator}) associated with
755 < the sub-flow. For operators $hX$ and $hY$ which are associate to
756 < $\varphi_1(t)$ and $\varphi_2(t)$ respectively , we have
752 > The Baker-Campbell-Hausdorff formula\cite{Gilmore1974} can be used
753 > to determine the local error of a splitting method in terms of the
754 > commutator of the
755 > operators(Eq.~\ref{introEquation:exponentialOperator}) associated
756 > with the sub-propagator. For operators $hX$ and $hY$ which are
757 > associated with $\varphi_1(t)$ and $\varphi_2(t)$ respectively , we
758 > have
759   \begin{equation}
760   \exp (hX + hY) = \exp (hZ)
761   \end{equation}
# Line 827 | Line 764 | hZ = hX + hY + \frac{{h^2 }}{2}[X,Y] + \frac{{h^3 }}{2
764   hZ = hX + hY + \frac{{h^2 }}{2}[X,Y] + \frac{{h^3 }}{2}\left(
765   {[X,[X,Y]] + [Y,[Y,X]]} \right) +  \ldots .
766   \end{equation}
767 < Here, $[X,Y]$ is the commutators of operator $X$ and $Y$ given by
767 > Here, $[X,Y]$ is the commutator of operator $X$ and $Y$ given by
768   \[
769   [X,Y] = XY - YX .
770   \]
771 < Applying Baker-Campbell-Hausdorff formula\cite{Varadarajan1974} to
772 < Sprang splitting, we can obtain
771 > Applying the Baker-Campbell-Hausdorff formula\cite{Varadarajan1974}
772 > to the Strang splitting, we can obtain
773   \begin{eqnarray*}
774   \exp (h X/2)\exp (h Y)\exp (h X/2) & = & \exp (h X + h Y + h^2 [X,Y]/4 + h^2 [Y,X]/4 \\
775                                     &   & \mbox{} + h^2 [X,X]/8 + h^2 [Y,Y]/8 \\
776 <                                   &   & \mbox{} + h^3 [Y,[Y,X]]/12 - h^3[X,[X,Y]]/24 + \ldots )
776 >                                   &   & \mbox{} + h^3 [Y,[Y,X]]/12 - h^3[X,[X,Y]]/24 + \ldots
777 >                                   ).
778   \end{eqnarray*}
779 < Since \[ [X,Y] + [Y,X] = 0\] and \[ [X,X] = 0\], the dominant local
780 < error of Spring splitting is proportional to $h^3$. The same
781 < procedure can be applied to general splitting,  of the form
779 > Since $ [X,Y] + [Y,X] = 0$ and $ [X,X] = 0$, the dominant local
780 > error of Strang splitting is proportional to $h^3$. The same
781 > procedure can be applied to a general splitting of the form
782   \begin{equation}
783   \varphi _{b_m h}^2  \circ \varphi _{a_m h}^1  \circ \varphi _{b_{m -
784   1} h}^2  \circ  \ldots  \circ \varphi _{a_1 h}^1 .
785   \end{equation}
786 < Careful choice of coefficient $a_1 \ldots b_m$ will lead to higher
787 < order method. Yoshida proposed an elegant way to compose higher
788 < order methods based on symmetric splitting\cite{Yoshida1990}. Given
786 > A careful choice of coefficient $a_1 \ldots b_m$ will lead to higher
787 > order methods. Yoshida proposed an elegant way to compose higher
788 > order methods based on symmetric splitting.\cite{Yoshida1990} Given
789   a symmetric second order base method $ \varphi _h^{(2)} $, a
790   fourth-order symmetric method can be constructed by composing,
791   \[
# Line 859 | Line 797 | integrator $ \varphi _h^{(2n + 2)}$ can be composed by
797   integrator $ \varphi _h^{(2n + 2)}$ can be composed by
798   \begin{equation}
799   \varphi _h^{(2n + 2)}  = \varphi _{\alpha h}^{(2n)}  \circ \varphi
800 < _{\beta h}^{(2n)}  \circ \varphi _{\alpha h}^{(2n)}
800 > _{\beta h}^{(2n)}  \circ \varphi _{\alpha h}^{(2n)},
801   \end{equation}
802 < , if the weights are chosen as
802 > if the weights are chosen as
803   \[
804   \alpha  =  - \frac{{2^{1/(2n + 1)} }}{{2 - 2^{1/(2n + 1)} }},\beta =
805   \frac{{2^{1/(2n + 1)} }}{{2 - 2^{1/(2n + 1)} }} .
# Line 875 | Line 813 | microscopic behavior can be calculated from the trajec
813   dynamical information. The basic idea of molecular dynamics is that
814   macroscopic properties are related to microscopic behavior and
815   microscopic behavior can be calculated from the trajectories in
816 < simulations. For instance, instantaneous temperature of an
817 < Hamiltonian system of $N$ particle can be measured by
816 > simulations. For instance, instantaneous temperature of a
817 > Hamiltonian system of $N$ particles can be measured by
818   \[
819   T = \sum\limits_{i = 1}^N {\frac{{m_i v_i^2 }}{{fk_B }}}
820   \]
821   where $m_i$ and $v_i$ are the mass and velocity of $i$th particle
822   respectively, $f$ is the number of degrees of freedom, and $k_B$ is
823 < the boltzman constant.
823 > the Boltzman constant.
824  
825   A typical molecular dynamics run consists of three essential steps:
826   \begin{enumerate}
# Line 899 | Line 837 | initialization of a simulation. Sec.~\ref{introSection
837   These three individual steps will be covered in the following
838   sections. Sec.~\ref{introSec:initialSystemSettings} deals with the
839   initialization of a simulation. Sec.~\ref{introSection:production}
840 < will discusses issues in production run.
840 > discusses issues of production runs.
841   Sec.~\ref{introSection:Analysis} provides the theoretical tools for
842 < trajectory analysis.
842 > analysis of trajectories.
843  
844   \subsection{\label{introSec:initialSystemSettings}Initialization}
845  
# Line 912 | Line 850 | year, many more remain unknown due to the difficulties
850   databases, such as RCSB Protein Data Bank \textit{etc}. Although
851   thousands of crystal structures of molecules are discovered every
852   year, many more remain unknown due to the difficulties of
853 < purification and crystallization. Even for the molecule with known
854 < structure, some important information is missing. For example, the
853 > purification and crystallization. Even for molecules with known
854 > structures, some important information is missing. For example, a
855   missing hydrogen atom which acts as donor in hydrogen bonding must
856 < be added. Moreover, in order to include electrostatic interaction,
856 > be added. Moreover, in order to include electrostatic interactions,
857   one may need to specify the partial charges for individual atoms.
858   Under some circumstances, we may even need to prepare the system in
859 < a special setup. For instance, when studying transport phenomenon in
860 < membrane system, we may prepare the lipids in bilayer structure
861 < instead of placing lipids randomly in solvent, since we are not
862 < interested in self-aggregation and it takes a long time to happen.
859 > a special configuration. For instance, when studying transport
860 > phenomenon in membrane systems, we may prepare the lipids in a
861 > bilayer structure instead of placing lipids randomly in solvent,
862 > since we are not interested in the slow self-aggregation process.
863  
864   \subsubsection{\textbf{Minimization}}
865  
866   It is quite possible that some of molecules in the system from
867 < preliminary preparation may be overlapped with each other. This
868 < close proximity leads to high potential energy which consequently
869 < jeopardizes any molecular dynamics simulations. To remove these
870 < steric overlaps, one typically performs energy minimization to find
871 < a more reasonable conformation. Several energy minimization methods
872 < have been developed to exploit the energy surface and to locate the
873 < local minimum. While converging slowly near the minimum, steepest
874 < descent method is extremely robust when systems are far from
875 < harmonic. Thus, it is often used to refine structure from
876 < crystallographic data. Relied on the gradient or hessian, advanced
877 < methods like conjugate gradient and Newton-Raphson converge rapidly
878 < to a local minimum, while become unstable if the energy surface is
879 < far from quadratic. Another factor must be taken into account, when
867 > preliminary preparation may be overlapping with each other. This
868 > close proximity leads to high initial potential energy which
869 > consequently jeopardizes any molecular dynamics simulations. To
870 > remove these steric overlaps, one typically performs energy
871 > minimization to find a more reasonable conformation. Several energy
872 > minimization methods have been developed to exploit the energy
873 > surface and to locate the local minimum. While converging slowly
874 > near the minimum, the steepest descent method is extremely robust when
875 > systems are strongly anharmonic. Thus, it is often used to refine
876 > structures from crystallographic data. Relying on the Hessian,
877 > advanced methods like Newton-Raphson converge rapidly to a local
878 > minimum, but become unstable if the energy surface is far from
879 > quadratic. Another factor that must be taken into account, when
880   choosing energy minimization method, is the size of the system.
881   Steepest descent and conjugate gradient can deal with models of any
882 < size. Because of the limit of computation power to calculate hessian
883 < matrix and insufficient storage capacity to store them, most
884 < Newton-Raphson methods can not be used with very large models.
882 > size. Because of the limits on computer memory to store the hessian
883 > matrix and the computing power needed to diagonalize these matrices,
884 > most Newton-Raphson methods can not be used with very large systems.
885  
886   \subsubsection{\textbf{Heating}}
887  
888 < Typically, Heating is performed by assigning random velocities
889 < according to a Gaussian distribution for a temperature. Beginning at
890 < a lower temperature and gradually increasing the temperature by
891 < assigning greater random velocities, we end up with setting the
892 < temperature of the system to a final temperature at which the
893 < simulation will be conducted. In heating phase, we should also keep
894 < the system from drifting or rotating as a whole. Equivalently, the
895 < net linear momentum and angular momentum of the system should be
896 < shifted to zero.
888 > Typically, heating is performed by assigning random velocities
889 > according to a Maxwell-Boltzman distribution for a desired
890 > temperature. Beginning at a lower temperature and gradually
891 > increasing the temperature by assigning larger random velocities, we
892 > end up setting the temperature of the system to a final temperature
893 > at which the simulation will be conducted. In the heating phase, we
894 > should also keep the system from drifting or rotating as a whole. To
895 > do this, the net linear momentum and angular momentum of the system
896 > is shifted to zero after each resampling from the Maxwell -Boltzman
897 > distribution.
898  
899   \subsubsection{\textbf{Equilibration}}
900  
# Line 966 | Line 905 | equilibration process is long enough. However, these s
905   properties \textit{etc}, become independent of time. Strictly
906   speaking, minimization and heating are not necessary, provided the
907   equilibration process is long enough. However, these steps can serve
908 < as a means to arrive at an equilibrated structure in an effective
908 > as a mean to arrive at an equilibrated structure in an effective
909   way.
910  
911   \subsection{\label{introSection:production}Production}
912  
913 < Production run is the most important step of the simulation, in
913 > The production run is the most important step of the simulation, in
914   which the equilibrated structure is used as a starting point and the
915   motions of the molecules are collected for later analysis. In order
916   to capture the macroscopic properties of the system, the molecular
917 < dynamics simulation must be performed in correct and efficient way.
917 > dynamics simulation must be performed by sampling correctly and
918 > efficiently from the relevant thermodynamic ensemble.
919  
920   The most expensive part of a molecular dynamics simulation is the
921   calculation of non-bonded forces, such as van der Waals force and
922   Coulombic forces \textit{etc}. For a system of $N$ particles, the
923   complexity of the algorithm for pair-wise interactions is $O(N^2 )$,
924 < which making large simulations prohibitive in the absence of any
925 < computation saving techniques.
926 <
927 < A natural approach to avoid system size issue is to represent the
928 < bulk behavior by a finite number of the particles. However, this
929 < approach will suffer from the surface effect. To offset this,
930 < \textit{Periodic boundary condition} (see Fig.~\ref{introFig:pbc})
931 < is developed to simulate bulk properties with a relatively small
932 < number of particles. In this method, the simulation box is
933 < replicated throughout space to form an infinite lattice. During the
934 < simulation, when a particle moves in the primary cell, its image in
995 < other cells move in exactly the same direction with exactly the same
924 > which makes large simulations prohibitive in the absence of any
925 > algorithmic tricks. A natural approach to avoid system size issues
926 > is to represent the bulk behavior by a finite number of the
927 > particles. However, this approach will suffer from surface effects
928 > at the edges of the simulation. To offset this, \textit{Periodic
929 > boundary conditions} (see Fig.~\ref{introFig:pbc}) were developed to
930 > simulate bulk properties with a relatively small number of
931 > particles. In this method, the simulation box is replicated
932 > throughout space to form an infinite lattice. During the simulation,
933 > when a particle moves in the primary cell, its image in other cells
934 > move in exactly the same direction with exactly the same
935   orientation. Thus, as a particle leaves the primary cell, one of its
936   images will enter through the opposite face.
937   \begin{figure}
# Line 1006 | Line 945 | Another important technique to improve the efficiency
945  
946   %cutoff and minimum image convention
947   Another important technique to improve the efficiency of force
948 < evaluation is to apply cutoff where particles farther than a
949 < predetermined distance, are not included in the calculation
950 < \cite{Frenkel1996}. The use of a cutoff radius will cause a
951 < discontinuity in the potential energy curve. Fortunately, one can
952 < shift the potential to ensure the potential curve go smoothly to
953 < zero at the cutoff radius. Cutoff strategy works pretty well for
954 < Lennard-Jones interaction because of its short range nature.
955 < However, simply truncating the electrostatic interaction with the
956 < use of cutoff has been shown to lead to severe artifacts in
957 < simulations. Ewald summation, in which the slowly conditionally
958 < convergent Coulomb potential is transformed into direct and
959 < reciprocal sums with rapid and absolute convergence, has proved to
960 < minimize the periodicity artifacts in liquid simulations. Taking the
961 < advantages of the fast Fourier transform (FFT) for calculating
962 < discrete Fourier transforms, the particle mesh-based
948 > evaluation is to apply spherical cutoffs where particles farther
949 > than a predetermined distance are not included in the
950 > calculation.\cite{Frenkel1996} The use of a cutoff radius will cause
951 > a discontinuity in the potential energy curve. Fortunately, one can
952 > shift a simple radial potential to ensure the potential curve go
953 > smoothly to zero at the cutoff radius. The cutoff strategy works
954 > well for Lennard-Jones interaction because of its short range
955 > nature. However, simply truncating the electrostatic interaction
956 > with the use of cutoffs has been shown to lead to severe artifacts
957 > in simulations. The Ewald summation, in which the slowly decaying
958 > Coulomb potential is transformed into direct and reciprocal sums
959 > with rapid and absolute convergence, has proved to minimize the
960 > periodicity artifacts in liquid simulations. Taking advantage of
961 > fast Fourier transform (FFT) techniques for calculating discrete
962 > Fourier transforms, the particle mesh-based
963   methods\cite{Hockney1981,Shimada1993, Luty1994} are accelerated from
964 < $O(N^{3/2})$ to $O(N logN)$. An alternative approach is \emph{fast
965 < multipole method}\cite{Greengard1987, Greengard1994}, which treats
966 < Coulombic interaction exactly at short range, and approximate the
967 < potential at long range through multipolar expansion. In spite of
968 < their wide acceptances at the molecular simulation community, these
969 < two methods are hard to be implemented correctly and efficiently.
970 < Instead, we use a damped and charge-neutralized Coulomb potential
971 < method developed by Wolf and his coworkers\cite{Wolf1999}. The
972 < shifted Coulomb potential for particle $i$ and particle $j$ at
973 < distance $r_{rj}$ is given by:
964 > $O(N^{3/2})$ to $O(N logN)$. An alternative approach is the
965 > \emph{fast multipole method}\cite{Greengard1987, Greengard1994},
966 > which treats Coulombic interactions exactly at short range, and
967 > approximate the potential at long range through multipolar
968 > expansion. In spite of their wide acceptance at the molecular
969 > simulation community, these two methods are difficult to implement
970 > correctly and efficiently. Instead, we use a damped and
971 > charge-neutralized Coulomb potential method developed by Wolf and
972 > his coworkers.\cite{Wolf1999} The shifted Coulomb potential for
973 > particle $i$ and particle $j$ at distance $r_{rj}$ is given by:
974   \begin{equation}
975   V(r_{ij})= \frac{q_i q_j \textrm{erfc}(\alpha
976   r_{ij})}{r_{ij}}-\lim_{r_{ij}\rightarrow
977   R_\textrm{c}}\left\{\frac{q_iq_j \textrm{erfc}(\alpha
978 < r_{ij})}{r_{ij}}\right\}. \label{introEquation:shiftedCoulomb}
978 > r_{ij})}{r_{ij}}\right\}, \label{introEquation:shiftedCoulomb}
979   \end{equation}
980   where $\alpha$ is the convergence parameter. Due to the lack of
981   inherent periodicity and rapid convergence,this method is extremely
# Line 1053 | Line 992 | illustration of shifted Coulomb potential.}
992  
993   \subsection{\label{introSection:Analysis} Analysis}
994  
995 < Recently, advanced visualization technique are widely applied to
995 > Recently, advanced visualization techniques have been applied to
996   monitor the motions of molecules. Although the dynamics of the
997   system can be described qualitatively from animation, quantitative
998 < trajectory analysis are more appreciable. According to the
999 < principles of Statistical Mechanics,
998 > trajectory analysis is more useful. According to the principles of
999 > Statistical Mechanics in
1000   Sec.~\ref{introSection:statisticalMechanics}, one can compute
1001 < thermodynamics properties, analyze fluctuations of structural
1001 > thermodynamic properties, analyze fluctuations of structural
1002   parameters, and investigate time-dependent processes of the molecule
1003   from the trajectories.
1004  
1005 < \subsubsection{\label{introSection:thermodynamicsProperties}\textbf{Thermodynamics Properties}}
1005 > \subsubsection{\label{introSection:thermodynamicsProperties}\textbf{Thermodynamic Properties}}
1006  
1007 < Thermodynamics properties, which can be expressed in terms of some
1007 > Thermodynamic properties, which can be expressed in terms of some
1008   function of the coordinates and momenta of all particles in the
1009   system, can be directly computed from molecular dynamics. The usual
1010   way to measure the pressure is based on virial theorem of Clausius
# Line 1088 | Line 1027 | Structural Properties of a simple fluid can be describ
1027   \subsubsection{\label{introSection:structuralProperties}\textbf{Structural Properties}}
1028  
1029   Structural Properties of a simple fluid can be described by a set of
1030 < distribution functions. Among these functions,\emph{pair
1030 > distribution functions. Among these functions,the \emph{pair
1031   distribution function}, also known as \emph{radial distribution
1032 < function}, is of most fundamental importance to liquid-state theory.
1033 < Pair distribution function can be gathered by Fourier transforming
1034 < raw data from a series of neutron diffraction experiments and
1035 < integrating over the surface factor \cite{Powles1973}. The
1036 < experiment result can serve as a criterion to justify the
1037 < correctness of the theory. Moreover, various equilibrium
1038 < thermodynamic and structural properties can also be expressed in
1039 < terms of radial distribution function \cite{Allen1987}.
1040 <
1041 < A pair distribution functions $g(r)$ gives the probability that a
1042 < particle $i$ will be located at a distance $r$ from a another
1043 < particle $j$ in the system
1105 < \[
1032 > function}, is of most fundamental importance to liquid theory.
1033 > Experimentally, pair distribution functions can be gathered by
1034 > Fourier transforming raw data from a series of neutron diffraction
1035 > experiments and integrating over the surface
1036 > factor.\cite{Powles1973} The experimental results can serve as a
1037 > criterion to justify the correctness of a liquid model. Moreover,
1038 > various equilibrium thermodynamic and structural properties can also
1039 > be expressed in terms of the radial distribution
1040 > function.\cite{Allen1987} The pair distribution functions $g(r)$
1041 > gives the probability that a particle $i$ will be located at a
1042 > distance $r$ from a another particle $j$ in the system
1043 > \begin{equation}
1044   g(r) = \frac{V}{{N^2 }}\left\langle {\sum\limits_i {\sum\limits_{j
1045 < \ne i} {\delta (r - r_{ij} )} } } \right\rangle.
1046 < \]
1045 > \ne i} {\delta (r - r_{ij} )} } } \right\rangle = \frac{\rho
1046 > (r)}{\rho}.
1047 > \end{equation}
1048   Note that the delta function can be replaced by a histogram in
1049 < computer simulation. Figure
1050 < \ref{introFigure:pairDistributionFunction} shows a typical pair
1051 < distribution function for the liquid argon system. The occurrence of
1113 < several peaks in the plot of $g(r)$ suggests that it is more likely
1114 < to find particles at certain radial values than at others. This is a
1115 < result of the attractive interaction at such distances. Because of
1116 < the strong repulsive forces at short distance, the probability of
1117 < locating particles at distances less than about 2.5{\AA} from each
1118 < other is essentially zero.
1049 > computer simulation. Peaks in $g(r)$ represent solvent shells, and
1050 > the height of these peaks gradually decreases to 1 as the liquid of
1051 > large distance approaches the bulk density.
1052  
1120 %\begin{figure}
1121 %\centering
1122 %\includegraphics[width=\linewidth]{pdf.eps}
1123 %\caption[Pair distribution function for the liquid argon
1124 %]{Pair distribution function for the liquid argon}
1125 %\label{introFigure:pairDistributionFunction}
1126 %\end{figure}
1053  
1054   \subsubsection{\label{introSection:timeDependentProperties}\textbf{Time-dependent
1055   Properties}}
1056  
1057   Time-dependent properties are usually calculated using \emph{time
1058 < correlation function}, which correlates random variables $A$ and $B$
1059 < at two different time
1058 > correlation functions}, which correlate random variables $A$ and $B$
1059 > at two different times,
1060   \begin{equation}
1061   C_{AB} (t) = \left\langle {A(t)B(0)} \right\rangle.
1062   \label{introEquation:timeCorrelationFunction}
1063   \end{equation}
1064   If $A$ and $B$ refer to same variable, this kind of correlation
1065 < function is called \emph{auto correlation function}. One example of
1066 < auto correlation function is velocity auto-correlation function
1067 < which is directly related to transport properties of molecular
1068 < liquids:
1143 < \[
1065 > functions are called \emph{autocorrelation functions}. One typical example is the velocity autocorrelation
1066 > function which is directly related to transport properties of
1067 > molecular liquids:
1068 > \begin{equation}
1069   D = \frac{1}{3}\int\limits_0^\infty  {\left\langle {v(t) \cdot v(0)}
1070   \right\rangle } dt
1071 < \]
1072 < where $D$ is diffusion constant. Unlike velocity autocorrelation
1073 < function which is averaging over time origins and over all the
1074 < atoms, dipole autocorrelation are calculated for the entire system.
1075 < The dipole autocorrelation function is given by:
1076 < \[
1071 > \end{equation}
1072 > where $D$ is diffusion constant. Unlike the velocity autocorrelation
1073 > function, which is averaged over time origins and over all the
1074 > atoms, the dipole autocorrelation functions is calculated for the
1075 > entire system. The dipole autocorrelation function is given by:
1076 > \begin{equation}
1077   c_{dipole}  = \left\langle {u_{tot} (t) \cdot u_{tot} (t)}
1078   \right\rangle
1079 < \]
1079 > \end{equation}
1080   Here $u_{tot}$ is the net dipole of the entire system and is given
1081   by
1082 < \[
1083 < u_{tot} (t) = \sum\limits_i {u_i (t)}
1084 < \]
1085 < In principle, many time correlation functions can be related with
1082 > \begin{equation}
1083 > u_{tot} (t) = \sum\limits_i {u_i (t)}.
1084 > \end{equation}
1085 > In principle, many time correlation functions can be related to
1086   Fourier transforms of the infrared, Raman, and inelastic neutron
1087   scattering spectra of molecular liquids. In practice, one can
1088 < extract the IR spectrum from the intensity of dipole fluctuation at
1089 < each frequency using the following relationship:
1090 < \[
1088 > extract the IR spectrum from the intensity of the molecular dipole
1089 > fluctuation at each frequency using the following relationship:
1090 > \begin{equation}
1091   \hat c_{dipole} (v) = \int_{ - \infty }^\infty  {c_{dipole} (t)e^{ -
1092 < i2\pi vt} dt}
1093 < \]
1092 > i2\pi vt} dt}.
1093 > \end{equation}
1094  
1095   \section{\label{introSection:rigidBody}Dynamics of Rigid Bodies}
1096  
1097   Rigid bodies are frequently involved in the modeling of different
1098 < areas, from engineering, physics, to chemistry. For example,
1099 < missiles and vehicle are usually modeled by rigid bodies.  The
1100 < movement of the objects in 3D gaming engine or other physics
1101 < simulator is governed by the rigid body dynamics. In molecular
1102 < simulation, rigid body is used to simplify the model in
1103 < protein-protein docking study\cite{Gray2003}.
1098 > areas, including engineering, physics and chemistry. For example,
1099 > missiles and vehicles are usually modeled by rigid bodies.  The
1100 > movement of the objects in 3D gaming engines or other physics
1101 > simulators is governed by rigid body dynamics. In molecular
1102 > simulations, rigid bodies are used to simplify protein-protein
1103 > docking studies.\cite{Gray2003}
1104  
1105   It is very important to develop stable and efficient methods to
1106 < integrate the equations of motion of orientational degrees of
1107 < freedom. Euler angles are the nature choice to describe the
1108 < rotational degrees of freedom. However, due to its singularity, the
1109 < numerical integration of corresponding equations of motion is very
1110 < inefficient and inaccurate. Although an alternative integrator using
1111 < different sets of Euler angles can overcome this
1112 < difficulty\cite{Barojas1973}, the computational penalty and the lost
1113 < of angular momentum conservation still remain. A singularity free
1114 < representation utilizing quaternions was developed by Evans in
1115 < 1977\cite{Evans1977}. Unfortunately, this approach suffer from the
1116 < nonseparable Hamiltonian resulted from quaternion representation,
1117 < which prevents the symplectic algorithm to be utilized. Another
1118 < different approach is to apply holonomic constraints to the atoms
1119 < belonging to the rigid body. Each atom moves independently under the
1120 < normal forces deriving from potential energy and constraint forces
1121 < which are used to guarantee the rigidness. However, due to their
1122 < iterative nature, SHAKE and Rattle algorithm converge very slowly
1123 < when the number of constraint increases\cite{Ryckaert1977,
1124 < Andersen1983}.
1106 > integrate the equations of motion for orientational degrees of
1107 > freedom. Euler angles are the natural choice to describe the
1108 > rotational degrees of freedom. However, due to $\frac {1}{sin
1109 > \theta}$ singularities, the numerical integration of corresponding
1110 > equations of these motion is very inefficient and inaccurate.
1111 > Although an alternative integrator using multiple sets of Euler
1112 > angles can overcome this difficulty\cite{Barojas1973}, the
1113 > computational penalty and the loss of angular momentum conservation
1114 > still remain. A singularity-free representation utilizing
1115 > quaternions was developed by Evans in 1977.\cite{Evans1977}
1116 > Unfortunately, this approach used a nonseparable Hamiltonian
1117 > resulting from the quaternion representation, which prevented the
1118 > symplectic algorithm from being utilized. Another different approach
1119 > is to apply holonomic constraints to the atoms belonging to the
1120 > rigid body. Each atom moves independently under the normal forces
1121 > deriving from potential energy and constraint forces which are used
1122 > to guarantee the rigidness. However, due to their iterative nature,
1123 > the SHAKE and Rattle algorithms also converge very slowly when the
1124 > number of constraints increases.\cite{Ryckaert1977, Andersen1983}
1125  
1126 < The break through in geometric literature suggests that, in order to
1126 > A break-through in geometric literature suggests that, in order to
1127   develop a long-term integration scheme, one should preserve the
1128 < symplectic structure of the flow. Introducing conjugate momentum to
1129 < rotation matrix $Q$ and re-formulating Hamiltonian's equation, a
1130 < symplectic integrator, RSHAKE\cite{Kol1997}, was proposed to evolve
1131 < the Hamiltonian system in a constraint manifold by iteratively
1132 < satisfying the orthogonality constraint $Q_T Q = 1$. An alternative
1133 < method using quaternion representation was developed by
1134 < Omelyan\cite{Omelyan1998}. However, both of these methods are
1135 < iterative and inefficient. In this section, we will present a
1136 < symplectic Lie-Poisson integrator for rigid body developed by
1128 > symplectic structure of the propagator. By introducing a conjugate
1129 > momentum to the rotation matrix $Q$ and re-formulating Hamiltonian's
1130 > equation, a symplectic integrator, RSHAKE\cite{Kol1997}, was
1131 > proposed to evolve the Hamiltonian system in a constraint manifold
1132 > by iteratively satisfying the orthogonality constraint $Q^T Q = 1$.
1133 > An alternative method using the quaternion representation was
1134 > developed by Omelyan.\cite{Omelyan1998} However, both of these
1135 > methods are iterative and inefficient. In this section, we descibe a
1136 > symplectic Lie-Poisson integrator for rigid bodies developed by
1137   Dullweber and his coworkers\cite{Dullweber1997} in depth.
1138  
1139 < \subsection{\label{introSection:constrainedHamiltonianRB}Constrained Hamiltonian for Rigid Body}
1140 < The motion of the rigid body is Hamiltonian with the Hamiltonian
1216 < function
1139 > \subsection{\label{introSection:constrainedHamiltonianRB}Constrained Hamiltonian for Rigid Bodies}
1140 > The Hamiltonian of a rigid body is given by
1141   \begin{equation}
1142   H = \frac{1}{2}(p^T m^{ - 1} p) + \frac{1}{2}tr(PJ^{ - 1} P) +
1143   V(q,Q) + \frac{1}{2}tr[(QQ^T  - 1)\Lambda ].
1144   \label{introEquation:RBHamiltonian}
1145   \end{equation}
1146 < Here, $q$ and $Q$  are the position and rotation matrix for the
1147 < rigid-body, $p$ and $P$  are conjugate momenta to $q$  and $Q$ , and
1148 < $J$, a diagonal matrix, is defined by
1146 > Here, $q$ and $Q$  are the position vector and rotation matrix for
1147 > the rigid-body, $p$ and $P$  are conjugate momenta to $q$  and $Q$ ,
1148 > and $J$, a diagonal matrix, is defined by
1149   \[
1150   I_{ii}^{ - 1}  = \frac{1}{2}\sum\limits_{i \ne j} {J_{jj}^{ - 1} }
1151   \]
1152   where $I_{ii}$ is the diagonal element of the inertia tensor. This
1153 < constrained Hamiltonian equation subjects to a holonomic constraint,
1153 > constrained Hamiltonian equation is subjected to a holonomic
1154 > constraint,
1155   \begin{equation}
1156   Q^T Q = 1, \label{introEquation:orthogonalConstraint}
1157   \end{equation}
1158 < which is used to ensure rotation matrix's orthogonality.
1159 < Differentiating \ref{introEquation:orthogonalConstraint} and using
1160 < Equation \ref{introEquation:RBMotionMomentum}, one may obtain,
1236 < \begin{equation}
1237 < Q^T PJ^{ - 1}  + J^{ - 1} P^T Q = 0 . \\
1238 < \label{introEquation:RBFirstOrderConstraint}
1239 < \end{equation}
1240 <
1241 < Using Equation (\ref{introEquation:motionHamiltonianCoordinate},
1242 < \ref{introEquation:motionHamiltonianMomentum}), one can write down
1158 > which is used to ensure the rotation matrix's unitarity. Using
1159 > Eq.~\ref{introEquation:motionHamiltonianCoordinate} and Eq.~
1160 > \ref{introEquation:motionHamiltonianMomentum}, one can write down
1161   the equations of motion,
1244
1162   \begin{eqnarray}
1163 < \frac{{dq}}{{dt}} & = & \frac{p}{m} \label{introEquation:RBMotionPosition}\\
1164 < \frac{{dp}}{{dt}} & = & - \nabla _q V(q,Q) \label{introEquation:RBMotionMomentum}\\
1165 < \frac{{dQ}}{{dt}} & = & PJ^{ - 1}  \label{introEquation:RBMotionRotation}\\
1163 > \frac{{dq}}{{dt}} & = & \frac{p}{m}, \label{introEquation:RBMotionPosition}\\
1164 > \frac{{dp}}{{dt}} & = & - \nabla _q V(q,Q), \label{introEquation:RBMotionMomentum}\\
1165 > \frac{{dQ}}{{dt}} & = & PJ^{ - 1},  \label{introEquation:RBMotionRotation}\\
1166   \frac{{dP}}{{dt}} & = & - \nabla _Q V(q,Q) - 2Q\Lambda . \label{introEquation:RBMotionP}
1167   \end{eqnarray}
1168 <
1168 > Differentiating Eq.~\ref{introEquation:orthogonalConstraint} and
1169 > using Eq.~\ref{introEquation:RBMotionMomentum}, one may obtain,
1170 > \begin{equation}
1171 > Q^T PJ^{ - 1}  + J^{ - 1} P^T Q = 0 . \\
1172 > \label{introEquation:RBFirstOrderConstraint}
1173 > \end{equation}
1174   In general, there are two ways to satisfy the holonomic constraints.
1175 < We can use constraint force provided by lagrange multiplier on the
1176 < normal manifold to keep the motion on constraint space. Or we can
1177 < simply evolve the system in constraint manifold. These two methods
1178 < are proved to be equivalent. The holonomic constraint and equations
1179 < of motions define a constraint manifold for rigid body
1175 > We can use a constraint force provided by a Lagrange multiplier on
1176 > the normal manifold to keep the motion on the constraint space. Or
1177 > we can simply evolve the system on the constraint manifold. These
1178 > two methods have been proved to be equivalent. The holonomic
1179 > constraint and equations of motions define a constraint manifold for
1180 > rigid bodies
1181   \[
1182   M = \left\{ {(Q,P):Q^T Q = 1,Q^T PJ^{ - 1}  + J^{ - 1} P^T Q = 0}
1183   \right\}.
1184   \]
1185 <
1186 < Unfortunately, this constraint manifold is not the cotangent bundle
1187 < $T_{\star}SO(3)$. However, it turns out that under symplectic
1188 < transformation, the cotangent space and the phase space are
1266 < diffeomorphic. Introducing
1185 > Unfortunately, this constraint manifold is not $T^* SO(3)$ which is
1186 > a symplectic manifold on Lie rotation group $SO(3)$. However, it
1187 > turns out that under symplectic transformation, the cotangent space
1188 > and the phase space are diffeomorphic. By introducing
1189   \[
1190   \tilde Q = Q,\tilde P = \frac{1}{2}\left( {P - QP^T Q} \right),
1191   \]
1192 < the mechanical system subject to a holonomic constraint manifold $M$
1192 > the mechanical system subjected to a holonomic constraint manifold $M$
1193   can be re-formulated as a Hamiltonian system on the cotangent space
1194   \[
1195   T^* SO(3) = \left\{ {(\tilde Q,\tilde P):\tilde Q^T \tilde Q =
1196   1,\tilde Q^T \tilde PJ^{ - 1}  + J^{ - 1} P^T \tilde Q = 0} \right\}
1197   \]
1276
1198   For a body fixed vector $X_i$ with respect to the center of mass of
1199   the rigid body, its corresponding lab fixed vector $X_0^{lab}$  is
1200   given as
# Line 1292 | Line 1213 | and
1213   \[
1214   \nabla _Q V(q,Q) = F(q,Q)X_i^t
1215   \]
1216 < respectively.
1217 <
1218 < As a common choice to describe the rotation dynamics of the rigid
1298 < body, angular momentum on body frame $\Pi  = Q^t P$ is introduced to
1299 < rewrite the equations of motion,
1216 > respectively. As a common choice to describe the rotation dynamics
1217 > of the rigid body, the angular momentum on the body fixed frame $\Pi
1218 > = Q^t P$ is introduced to rewrite the equations of motion,
1219   \begin{equation}
1220   \begin{array}{l}
1221 < \mathop \Pi \limits^ \bullet   = J^{ - 1} \Pi ^T \Pi  + Q^T \sum\limits_i {F_i (q,Q)X_i^T }  - \Lambda  \\
1222 < \mathop Q\limits^{{\rm{   }} \bullet }  = Q\Pi {\rm{ }}J^{ - 1}  \\
1221 > \dot \Pi  = J^{ - 1} \Pi ^T \Pi  + Q^T \sum\limits_i {F_i (q,Q)X_i^T }  - \Lambda,  \\
1222 > \dot Q  = Q\Pi {\rm{ }}J^{ - 1},  \\
1223   \end{array}
1224   \label{introEqaution:RBMotionPI}
1225   \end{equation}
1226 < , as well as holonomic constraints,
1227 < \[
1228 < \begin{array}{l}
1310 < \Pi J^{ - 1}  + J^{ - 1} \Pi ^t  = 0 \\
1311 < Q^T Q = 1 \\
1312 < \end{array}
1313 < \]
1314 <
1315 < For a vector $v(v_1 ,v_2 ,v_3 ) \in R^3$ and a matrix $\hat v \in
1316 < so(3)^ \star$, the hat-map isomorphism,
1226 > as well as holonomic constraints $\Pi J^{ - 1}  + J^{ - 1} \Pi ^t  =
1227 > 0$ and $Q^T Q = 1$. For a vector $v(v_1 ,v_2 ,v_3 ) \in R^3$ and a
1228 > matrix $\hat v \in so(3)^ \star$, the hat-map isomorphism,
1229   \begin{equation}
1230   v(v_1 ,v_2 ,v_3 ) \Leftrightarrow \hat v = \left(
1231   {\begin{array}{*{20}c}
# Line 1326 | Line 1238 | operations
1238   will let us associate the matrix products with traditional vector
1239   operations
1240   \[
1241 < \hat vu = v \times u
1241 > \hat vu = v \times u.
1242   \]
1243 < Using \ref{introEqaution:RBMotionPI}, one can construct a skew
1243 > Using Eq.~\ref{introEqaution:RBMotionPI}, one can construct a skew
1244   matrix,
1245 < \begin{equation}
1246 < (\mathop \Pi \limits^ \bullet   - \mathop \Pi \limits^ {\bullet  ^T}
1247 < ){\rm{ }} = {\rm{ }}(\Pi  - \Pi ^T ){\rm{ }}(J^{ - 1} \Pi  + \Pi J^{
1248 < - 1} ) + \sum\limits_i {[Q^T F_i (r,Q)X_i^T  - X_i F_i (r,Q)^T Q]} -
1249 < (\Lambda  - \Lambda ^T ) . \label{introEquation:skewMatrixPI}
1250 < \end{equation}
1251 < Since $\Lambda$ is symmetric, the last term of Equation
1252 < \ref{introEquation:skewMatrixPI} is zero, which implies the Lagrange
1253 < multiplier $\Lambda$ is absent from the equations of motion. This
1254 < unique property eliminate the requirement of iterations which can
1255 < not be avoided in other methods\cite{Kol1997, Omelyan1998}.
1256 <
1345 < Applying hat-map isomorphism, we obtain the equation of motion for
1346 < angular momentum on body frame
1245 > \begin{eqnarray}
1246 > (\dot \Pi  - \dot \Pi ^T )&= &(\Pi  - \Pi ^T )(J^{ - 1} \Pi  + \Pi J^{ - 1} ) \notag \\
1247 > & & + \sum\limits_i {[Q^T F_i (r,Q)X_i^T  - X_i F_i (r,Q)^T Q]}  -
1248 > (\Lambda  - \Lambda ^T ). \label{introEquation:skewMatrixPI}
1249 > \end{eqnarray}
1250 > Since $\Lambda$ is symmetric, the last term of
1251 > Eq.~\ref{introEquation:skewMatrixPI} is zero, which implies the
1252 > Lagrange multiplier $\Lambda$ is absent from the equations of
1253 > motion. This unique property eliminates the requirement of
1254 > iterations which can not be avoided in other methods.\cite{Kol1997,
1255 > Omelyan1998} Applying the hat-map isomorphism, we obtain the
1256 > equation of motion for angular momentum in the body frame
1257   \begin{equation}
1258   \dot \pi  = \pi  \times I^{ - 1} \pi  + \sum\limits_i {\left( {Q^T
1259   F_i (r,Q)} \right) \times X_i }.
# Line 1352 | Line 1262 | given by
1262   In the same manner, the equation of motion for rotation matrix is
1263   given by
1264   \[
1265 < \dot Q = Qskew(I^{ - 1} \pi )
1265 > \dot Q = Qskew(I^{ - 1} \pi ).
1266   \]
1267  
1268   \subsection{\label{introSection:SymplecticFreeRB}Symplectic
1269 < Lie-Poisson Integrator for Free Rigid Body}
1269 > Lie-Poisson Integrator for Free Rigid Bodies}
1270  
1271 < If there is not external forces exerted on the rigid body, the only
1272 < contribution to the rotational is from the kinetic potential (the
1273 < first term of \ref{introEquation:bodyAngularMotion}). The free rigid
1274 < body is an example of Lie-Poisson system with Hamiltonian function
1271 > If there are no external forces exerted on the rigid body, the only
1272 > contribution to the rotational motion is from the kinetic energy
1273 > (the first term of \ref{introEquation:bodyAngularMotion}). The free
1274 > rigid body is an example of a Lie-Poisson system with Hamiltonian
1275 > function
1276   \begin{equation}
1277   T^r (\pi ) = T_1 ^r (\pi _1 ) + T_2^r (\pi _2 ) + T_3^r (\pi _3 )
1278   \label{introEquation:rotationalKineticRB}
# Line 1373 | Line 1284 | J(\pi ) = \left( {\begin{array}{*{20}c}
1284     0 & {\pi _3 } & { - \pi _2 }  \\
1285     { - \pi _3 } & 0 & {\pi _1 }  \\
1286     {\pi _2 } & { - \pi _1 } & 0  \\
1287 < \end{array}} \right)
1287 > \end{array}} \right).
1288   \end{equation}
1289   Thus, the dynamics of free rigid body is governed by
1290   \begin{equation}
1291 < \frac{d}{{dt}}\pi  = J(\pi )\nabla _\pi  T^r (\pi )
1291 > \frac{d}{{dt}}\pi  = J(\pi )\nabla _\pi  T^r (\pi ).
1292   \end{equation}
1293 <
1294 < One may notice that each $T_i^r$ in Equation
1295 < \ref{introEquation:rotationalKineticRB} can be solved exactly. For
1385 < instance, the equations of motion due to $T_1^r$ are given by
1293 > One may notice that each $T_i^r$ in
1294 > Eq.~\ref{introEquation:rotationalKineticRB} can be solved exactly.
1295 > For instance, the equations of motion due to $T_1^r$ are given by
1296   \begin{equation}
1297   \frac{d}{{dt}}\pi  = R_1 \pi ,\frac{d}{{dt}}Q = QR_1
1298   \label{introEqaution:RBMotionSingleTerm}
1299   \end{equation}
1300 < where
1300 > with
1301   \[ R_1  = \left( {\begin{array}{*{20}c}
1302     0 & 0 & 0  \\
1303     0 & 0 & {\pi _1 }  \\
1304     0 & { - \pi _1 } & 0  \\
1305   \end{array}} \right).
1306   \]
1307 < The solutions of Equation \ref{introEqaution:RBMotionSingleTerm} is
1307 > The solutions of Eq.~\ref{introEqaution:RBMotionSingleTerm} is
1308   \[
1309   \pi (\Delta t) = e^{\Delta tR_1 } \pi (0),Q(\Delta t) =
1310   Q(0)e^{\Delta tR_1 }
# Line 1408 | Line 1318 | To reduce the cost of computing expensive functions in
1318   \end{array}} \right),\theta _1  = \frac{{\pi _1 }}{{I_1 }}\Delta t.
1319   \]
1320   To reduce the cost of computing expensive functions in $e^{\Delta
1321 < tR_1 }$, we can use Cayley transformation,
1321 > tR_1 }$, we can use the Cayley transformation to obtain a
1322 > single-aixs propagator,
1323 > \begin{eqnarray*}
1324 > e^{\Delta tR_1 }  & \approx & (1 - \Delta tR_1 )^{ - 1} (1 + \Delta
1325 > tR_1 ) \\
1326 > %
1327 > & \approx & \left( \begin{array}{ccc}
1328 > 1 & 0 & 0 \\
1329 > 0 & \frac{1-\theta^2 / 4}{1 + \theta^2 / 4}  & -\frac{\theta}{1+
1330 > \theta^2 / 4} \\
1331 > 0 & \frac{\theta}{1+ \theta^2 / 4} & \frac{1-\theta^2 / 4}{1 +
1332 > \theta^2 / 4}
1333 > \end{array}
1334 > \right).
1335 > \end{eqnarray*}
1336 > The propagators for $T_2^r$ and $T_3^r$ can be found in the same
1337 > manner. In order to construct a second-order symplectic method, we
1338 > split the angular kinetic Hamiltonian function into five terms
1339   \[
1413 e^{\Delta tR_1 }  \approx (1 - \Delta tR_1 )^{ - 1} (1 + \Delta tR_1
1414 )
1415 \]
1416 The flow maps for $T_2^r$ and $T_3^r$ can be found in the same
1417 manner.
1418
1419 In order to construct a second-order symplectic method, we split the
1420 angular kinetic Hamiltonian function can into five terms
1421 \[
1340   T^r (\pi ) = \frac{1}{2}T_1 ^r (\pi _1 ) + \frac{1}{2}T_2^r (\pi _2
1341   ) + T_3^r (\pi _3 ) + \frac{1}{2}T_2^r (\pi _2 ) + \frac{1}{2}T_1 ^r
1342 < (\pi _1 )
1343 < \].
1344 < Concatenating flows corresponding to these five terms, we can obtain
1345 < an symplectic integrator,
1342 > (\pi _1 ).
1343 > \]
1344 > By concatenating the propagators corresponding to these five terms,
1345 > we can obtain an symplectic integrator,
1346   \[
1347   \varphi _{\Delta t,T^r }  = \varphi _{\Delta t/2,\pi _1 }  \circ
1348   \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t,\pi _3 }
1349   \circ \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t/2,\pi
1350   _1 }.
1351   \]
1352 <
1435 < The non-canonical Lie-Poisson bracket ${F, G}$ of two function
1436 < $F(\pi )$ and $G(\pi )$ is defined by
1352 > The non-canonical Lie-Poisson bracket $\{F, G\}$ of two functions $F(\pi )$ and $G(\pi )$ is defined by
1353   \[
1354   \{ F,G\} (\pi ) = [\nabla _\pi  F(\pi )]^T J(\pi )\nabla _\pi  G(\pi
1355 < )
1355 > ).
1356   \]
1357   If the Poisson bracket of a function $F$ with an arbitrary smooth
1358   function $G$ is zero, $F$ is a \emph{Casimir}, which is the
1359   conserved quantity in Poisson system. We can easily verify that the
1360   norm of the angular momentum, $\parallel \pi
1361 < \parallel$, is a \emph{Casimir}. Let$ F(\pi ) = S(\frac{{\parallel
1361 > \parallel$, is a \emph{Casimir}.\cite{McLachlan1993} Let $F(\pi ) = S(\frac{{\parallel
1362   \pi \parallel ^2 }}{2})$ for an arbitrary function $ S:R \to R$ ,
1363   then by the chain rule
1364   \[
1365   \nabla _\pi  F(\pi ) = S'(\frac{{\parallel \pi \parallel ^2
1366 < }}{2})\pi
1366 > }}{2})\pi.
1367   \]
1368 < Thus $ [\nabla _\pi  F(\pi )]^T J(\pi ) =  - S'(\frac{{\parallel \pi
1368 > Thus, $ [\nabla _\pi  F(\pi )]^T J(\pi ) =  - S'(\frac{{\parallel
1369 > \pi
1370   \parallel ^2 }}{2})\pi  \times \pi  = 0 $. This explicit
1371 < Lie-Poisson integrator is found to be extremely efficient and stable
1372 < which can be explained by the fact the small angle approximation is
1373 < used and the norm of the angular momentum is conserved.
1371 > Lie-Poisson integrator is found to be both extremely efficient and
1372 > stable. These properties can be explained by the fact the small
1373 > angle approximation is used and the norm of the angular momentum is
1374 > conserved.
1375  
1376   \subsection{\label{introSection:RBHamiltonianSplitting} Hamiltonian
1377   Splitting for Rigid Body}
1378  
1379   The Hamiltonian of rigid body can be separated in terms of kinetic
1380 < energy and potential energy,
1381 < \[
1382 < H = T(p,\pi ) + V(q,Q)
1465 < \]
1466 < The equations of motion corresponding to potential energy and
1467 < kinetic energy are listed in the below table,
1380 > energy and potential energy, $H = T(p,\pi ) + V(q,Q)$. The equations
1381 > of motion corresponding to potential energy and kinetic energy are
1382 > listed in Table~\ref{introTable:rbEquations}.
1383   \begin{table}
1384 < \caption{Equations of motion due to Potential and Kinetic Energies}
1384 > \caption{EQUATIONS OF MOTION DUE TO POTENTIAL AND KINETIC ENERGIES}
1385 > \label{introTable:rbEquations}
1386   \begin{center}
1387   \begin{tabular}{|l|l|}
1388    \hline
# Line 1480 | Line 1396 | kinetic energy are listed in the below table,
1396   \end{tabular}
1397   \end{center}
1398   \end{table}
1399 < A second-order symplectic method is now obtained by the
1400 < composition of the flow maps,
1399 > A second-order symplectic method is now obtained by the composition
1400 > of the position and velocity propagators,
1401   \[
1402   \varphi _{\Delta t}  = \varphi _{\Delta t/2,V}  \circ \varphi
1403   _{\Delta t,T}  \circ \varphi _{\Delta t/2,V}.
1404   \]
1405   Moreover, $\varphi _{\Delta t/2,V}$ can be divided into two
1406 < sub-flows which corresponding to force and torque respectively,
1406 > sub-propagators which corresponding to force and torque
1407 > respectively,
1408   \[
1409   \varphi _{\Delta t/2,V}  = \varphi _{\Delta t/2,F}  \circ \varphi
1410   _{\Delta t/2,\tau }.
1411   \]
1412   Since the associated operators of $\varphi _{\Delta t/2,F} $ and
1413 < $\circ \varphi _{\Delta t/2,\tau }$ are commuted, the composition
1414 < order inside $\varphi _{\Delta t/2,V}$ does not matter.
1415 <
1416 < Furthermore, kinetic potential can be separated to translational
1500 < kinetic term, $T^t (p)$, and rotational kinetic term, $T^r (\pi )$,
1413 > $\circ \varphi _{\Delta t/2,\tau }$ commute, the composition order
1414 > inside $\varphi _{\Delta t/2,V}$ does not matter. Furthermore, the
1415 > kinetic energy can be separated to translational kinetic term, $T^t
1416 > (p)$, and rotational kinetic term, $T^r (\pi )$,
1417   \begin{equation}
1418   T(p,\pi ) =T^t (p) + T^r (\pi ).
1419   \end{equation}
1420   where $ T^t (p) = \frac{1}{2}p^T m^{ - 1} p $ and $T^r (\pi )$ is
1421 < defined by \ref{introEquation:rotationalKineticRB}. Therefore, the
1422 < corresponding flow maps are given by
1421 > defined by Eq.~\ref{introEquation:rotationalKineticRB}. Therefore,
1422 > the corresponding propagators are given by
1423   \[
1424   \varphi _{\Delta t,T}  = \varphi _{\Delta t,T^t }  \circ \varphi
1425   _{\Delta t,T^r }.
1426   \]
1427 < Finally, we obtain the overall symplectic flow maps for free moving
1428 < rigid body
1429 < \begin{equation}
1430 < \begin{array}{c}
1431 < \varphi _{\Delta t}  = \varphi _{\Delta t/2,F}  \circ \varphi _{\Delta t/2,\tau }  \\
1432 <  \circ \varphi _{\Delta t,T^t }  \circ \varphi _{\Delta t/2,\pi _1 }  \circ \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t,\pi _3 }  \circ \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t/2,\pi _1 }  \\
1517 <  \circ \varphi _{\Delta t/2,\tau }  \circ \varphi _{\Delta t/2,F}  .\\
1518 < \end{array}
1427 > Finally, we obtain the overall symplectic propagators for freely
1428 > moving rigid bodies
1429 > \begin{eqnarray}
1430 > \varphi _{\Delta t}  &=& \varphi _{\Delta t/2,F}  \circ \varphi _{\Delta t/2,\tau }  \notag\\
1431 >  & & \circ \varphi _{\Delta t,T^t }  \circ \varphi _{\Delta t/2,\pi _1 }  \circ \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t,\pi _3 }  \circ \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t/2,\pi _1 }  \notag\\
1432 >  & & \circ \varphi _{\Delta t/2,\tau }  \circ \varphi _{\Delta t/2,F}  .
1433   \label{introEquation:overallRBFlowMaps}
1434 < \end{equation}
1434 > \end{eqnarray}
1435  
1436   \section{\label{introSection:langevinDynamics}Langevin Dynamics}
1437   As an alternative to newtonian dynamics, Langevin dynamics, which
1438   mimics a simple heat bath with stochastic and dissipative forces,
1439   has been applied in a variety of studies. This section will review
1440 < the theory of Langevin dynamics simulation. A brief derivation of
1441 < generalized Langevin equation will be given first. Follow that, we
1442 < will discuss the physical meaning of the terms appearing in the
1529 < equation as well as the calculation of friction tensor from
1530 < hydrodynamics theory.
1440 > the theory of Langevin dynamics. A brief derivation of the generalized
1441 > Langevin equation will be given first. Following that, we will
1442 > discuss the physical meaning of the terms appearing in the equation.
1443  
1444   \subsection{\label{introSection:generalizedLangevinDynamics}Derivation of Generalized Langevin Equation}
1445  
1446 < Harmonic bath model, in which an effective set of harmonic
1446 > A harmonic bath model, in which an effective set of harmonic
1447   oscillators are used to mimic the effect of a linearly responding
1448   environment, has been widely used in quantum chemistry and
1449   statistical mechanics. One of the successful applications of
1450 < Harmonic bath model is the derivation of Deriving Generalized
1451 < Langevin Dynamics. Lets consider a system, in which the degree of
1450 > Harmonic bath model is the derivation of the Generalized Langevin
1451 > Dynamics (GLE). Consider a system, in which the degree of
1452   freedom $x$ is assumed to couple to the bath linearly, giving a
1453   Hamiltonian of the form
1454   \begin{equation}
1455   H = \frac{{p^2 }}{{2m}} + U(x) + H_B  + \Delta U(x,x_1 , \ldots x_N)
1456   \label{introEquation:bathGLE}.
1457   \end{equation}
1458 < Here $p$ is a momentum conjugate to $q$, $m$ is the mass associated
1459 < with this degree of freedom, $H_B$ is harmonic bath Hamiltonian,
1458 > Here $p$ is a momentum conjugate to $x$, $m$ is the mass associated
1459 > with this degree of freedom, $H_B$ is a harmonic bath Hamiltonian,
1460   \[
1461   H_B  = \sum\limits_{\alpha  = 1}^N {\left\{ {\frac{{p_\alpha ^2
1462 < }}{{2m_\alpha  }} + \frac{1}{2}m_\alpha  \omega _\alpha ^2 }
1462 > }}{{2m_\alpha  }} + \frac{1}{2}m_\alpha  x_\alpha ^2 }
1463   \right\}}
1464   \]
1465   where the index $\alpha$ runs over all the bath degrees of freedom,
1466   $\omega _\alpha$ are the harmonic bath frequencies, $m_\alpha$ are
1467 < the harmonic bath masses, and $\Delta U$ is bilinear system-bath
1467 > the harmonic bath masses, and $\Delta U$ is a bilinear system-bath
1468   coupling,
1469   \[
1470   \Delta U =  - \sum\limits_{\alpha  = 1}^N {g_\alpha  x_\alpha  x}
1471   \]
1472 < where $g_\alpha$ are the coupling constants between the bath and the
1473 < coordinate $x$. Introducing
1472 > where $g_\alpha$ are the coupling constants between the bath
1473 > coordinates ($x_ \alpha$) and the system coordinate ($x$).
1474 > Introducing
1475   \[
1476   W(x) = U(x) - \sum\limits_{\alpha  = 1}^N {\frac{{g_\alpha ^2
1477   }}{{2m_\alpha  w_\alpha ^2 }}} x^2
1478 < \] and combining the last two terms in Equation
1479 < \ref{introEquation:bathGLE}, we may rewrite the Harmonic bath
1567 < Hamiltonian as
1478 > \]
1479 > and combining the last two terms in Eq.~\ref{introEquation:bathGLE}, we may rewrite the Harmonic bath Hamiltonian as
1480   \[
1481   H = \frac{{p^2 }}{{2m}} + W(x) + \sum\limits_{\alpha  = 1}^N
1482   {\left\{ {\frac{{p_\alpha ^2 }}{{2m_\alpha  }} + \frac{1}{2}m_\alpha
1483   w_\alpha ^2 \left( {x_\alpha   - \frac{{g_\alpha  }}{{m_\alpha
1484 < w_\alpha ^2 }}x} \right)^2 } \right\}}
1484 > w_\alpha ^2 }}x} \right)^2 } \right\}}.
1485   \]
1486   Since the first two terms of the new Hamiltonian depend only on the
1487   system coordinates, we can get the equations of motion for
1488 < Generalized Langevin Dynamics by Hamilton's equations
1577 < \ref{introEquation:motionHamiltonianCoordinate,
1578 < introEquation:motionHamiltonianMomentum},
1488 > Generalized Langevin Dynamics by Hamilton's equations,
1489   \begin{equation}
1490   m\ddot x =  - \frac{{\partial W(x)}}{{\partial x}} -
1491   \sum\limits_{\alpha  = 1}^N {g_\alpha  \left( {x_\alpha   -
# Line 1588 | Line 1498 | m\ddot x_\alpha   =  - m_\alpha  w_\alpha ^2 \left( {x
1498   \frac{{g_\alpha  }}{{m_\alpha  w_\alpha ^2 }}x} \right).
1499   \label{introEquation:bathMotionGLE}
1500   \end{equation}
1591
1501   In order to derive an equation for $x$, the dynamics of the bath
1502   variables $x_\alpha$ must be solved exactly first. As an integral
1503   transform which is particularly useful in solving linear ordinary
1504 < differential equations, Laplace transform is the appropriate tool to
1505 < solve this problem. The basic idea is to transform the difficult
1504 > differential equations,the Laplace transform is the appropriate tool
1505 > to solve this problem. The basic idea is to transform the difficult
1506   differential equations into simple algebra problems which can be
1507 < solved easily. Then applying inverse Laplace transform, also known
1508 < as the Bromwich integral, we can retrieve the solutions of the
1509 < original problems.
1510 <
1602 < Let $f(t)$ be a function defined on $ [0,\infty ) $. The Laplace
1603 < transform of f(t) is a new function defined as
1507 > solved easily. Then, by applying the inverse Laplace transform, we
1508 > can retrieve the solutions of the original problems. Let $f(t)$ be a
1509 > function defined on $ [0,\infty ) $, the Laplace transform of $f(t)$
1510 > is a new function defined as
1511   \[
1512   L(f(t)) \equiv F(p) = \int_0^\infty  {f(t)e^{ - pt} dt}
1513   \]
1514   where  $p$ is real and  $L$ is called the Laplace Transform
1515 < Operator. Below are some important properties of Laplace transform
1609 <
1515 > Operator. Below are some important properties of the Laplace transform
1516   \begin{eqnarray*}
1517   L(x + y)  & = & L(x) + L(y) \\
1518   L(ax)     & = & aL(x) \\
# Line 1614 | Line 1520 | Operator. Below are some important properties of Lapla
1520   L(\ddot x)& = & p^2 L(x) - px(0) - \dot x(0) \\
1521   L\left( {\int_0^t {g(t - \tau )h(\tau )d\tau } } \right)& = & G(p)H(p) \\
1522   \end{eqnarray*}
1523 <
1618 <
1619 < Applying Laplace transform to the bath coordinates, we obtain
1523 > Applying the Laplace transform to the bath coordinates, we obtain
1524   \begin{eqnarray*}
1525 < p^2 L(x_\alpha  ) - px_\alpha  (0) - \dot x_\alpha  (0) & = & - \omega _\alpha ^2 L(x_\alpha  ) + \frac{{g_\alpha  }}{{\omega _\alpha  }}L(x) \\
1526 < L(x_\alpha  ) & = & \frac{{\frac{{g_\alpha  }}{{\omega _\alpha  }}L(x) + px_\alpha  (0) + \dot x_\alpha  (0)}}{{p^2  + \omega _\alpha ^2 }} \\
1525 > p^2 L(x_\alpha  ) - px_\alpha  (0) - \dot x_\alpha  (0) & = & - \omega _\alpha ^2 L(x_\alpha  ) + \frac{{g_\alpha  }}{{\omega _\alpha  }}L(x), \\
1526 > L(x_\alpha  ) & = & \frac{{\frac{{g_\alpha  }}{{\omega _\alpha  }}L(x) + px_\alpha  (0) + \dot x_\alpha  (0)}}{{p^2  + \omega _\alpha ^2 }}. \\
1527   \end{eqnarray*}
1528 <
1625 < By the same way, the system coordinates become
1528 > In the same way, the system coordinates become
1529   \begin{eqnarray*}
1530 < mL(\ddot x) & = & - \frac{1}{p}\frac{{\partial W(x)}}{{\partial x}} \\
1531 <  & & \mbox{} - \sum\limits_{\alpha  = 1}^N {\left\{ { - \frac{{g_\alpha ^2 }}{{m_\alpha  \omega _\alpha ^2 }}\frac{p}{{p^2  + \omega _\alpha ^2 }}pL(x) - \frac{p}{{p^2  + \omega _\alpha ^2 }}g_\alpha  x_\alpha  (0) - \frac{1}{{p^2  + \omega _\alpha ^2 }}g_\alpha  \dot x_\alpha  (0)} \right\}}  \\
1530 > mL(\ddot x) & = &
1531 >  - \sum\limits_{\alpha  = 1}^N {\left\{ { - \frac{{g_\alpha ^2 }}{{m_\alpha  \omega _\alpha ^2 }}\frac{p}{{p^2  + \omega _\alpha ^2 }}pL(x) - \frac{p}{{p^2  + \omega _\alpha ^2 }}g_\alpha  x_\alpha  (0) - \frac{1}{{p^2  + \omega _\alpha ^2 }}g_\alpha  \dot x_\alpha  (0)} \right\}}  \\
1532 >  & & - \frac{1}{p}\frac{{\partial W(x)}}{{\partial x}}.
1533   \end{eqnarray*}
1630
1534   With the help of some relatively important inverse Laplace
1535   transformations:
1536   \[
# Line 1637 | Line 1540 | transformations:
1540   L(1) = \frac{1}{p} \\
1541   \end{array}
1542   \]
1543 < , we obtain
1543 > we obtain
1544   \begin{eqnarray*}
1545   m\ddot x & =  & - \frac{{\partial W(x)}}{{\partial x}} -
1546   \sum\limits_{\alpha  = 1}^N {\left\{ {\left( { - \frac{{g_\alpha ^2
# Line 1646 | Line 1549 | x_\alpha (0) - \frac{{g_\alpha  }}{{m_\alpha  \omega _
1549   & & + \sum\limits_{\alpha  = 1}^N {\left\{ {\left[ {g_\alpha
1550   x_\alpha (0) - \frac{{g_\alpha  }}{{m_\alpha  \omega _\alpha  }}}
1551   \right]\cos (\omega _\alpha  t) + \frac{{g_\alpha  \dot x_\alpha
1552 < (0)}}{{\omega _\alpha  }}\sin (\omega _\alpha  t)} \right\}}
1553 < \end{eqnarray*}
1554 < \begin{eqnarray*}
1555 < m\ddot x & = & - \frac{{\partial W(x)}}{{\partial x}} - \int_0^t
1556 < {\sum\limits_{\alpha  = 1}^N {\left( { - \frac{{g_\alpha ^2
1557 < }}{{m_\alpha  \omega _\alpha ^2 }}} \right)\cos (\omega _\alpha
1552 > (0)}}{{\omega _\alpha  }}\sin (\omega _\alpha  t)} \right\}}\\
1553 > %
1554 > & = & -
1555 > \frac{{\partial W(x)}}{{\partial x}} - \int_0^t {\sum\limits_{\alpha
1556 > = 1}^N {\left( { - \frac{{g_\alpha ^2 }}{{m_\alpha  \omega _\alpha
1557 > ^2 }}} \right)\cos (\omega _\alpha
1558   t)\dot x(t - \tau )d} \tau }  \\
1559   & & + \sum\limits_{\alpha  = 1}^N {\left\{ {\left[ {g_\alpha
1560   x_\alpha (0) - \frac{{g_\alpha }}{{m_\alpha \omega _\alpha  }}}
# Line 1678 | Line 1581 | m\ddot x =  - \frac{{\partial W}}{{\partial x}} - \int
1581   (t)\dot x(t - \tau )d\tau }  + R(t)
1582   \label{introEuqation:GeneralizedLangevinDynamics}
1583   \end{equation}
1584 < which is known as the \emph{generalized Langevin equation}.
1584 > which is known as the \emph{generalized Langevin equation} (GLE).
1585  
1586   \subsubsection{\label{introSection:randomForceDynamicFrictionKernel}\textbf{Random Force and Dynamic Friction Kernel}}
1587  
1588   One may notice that $R(t)$ depends only on initial conditions, which
1589   implies it is completely deterministic within the context of a
1590   harmonic bath. However, it is easy to verify that $R(t)$ is totally
1591 < uncorrelated to $x$ and $\dot x$,
1592 < \[
1593 < \begin{array}{l}
1594 < \left\langle {x(t)R(t)} \right\rangle  = 0, \\
1595 < \left\langle {\dot x(t)R(t)} \right\rangle  = 0. \\
1693 < \end{array}
1694 < \]
1695 < This property is what we expect from a truly random process. As long
1696 < as the model, which is gaussian distribution in general, chosen for
1697 < $R(t)$ is a truly random process, the stochastic nature of the GLE
1698 < still remains.
1699 <
1591 > uncorrelated to $x$ and $\dot x$, $\left\langle {x(t)R(t)}
1592 > \right\rangle  = 0, \left\langle {\dot x(t)R(t)} \right\rangle  =
1593 > 0.$ This property is what we expect from a truly random process. As
1594 > long as the model chosen for $R(t)$ was a gaussian distribution in
1595 > general, the stochastic nature of the GLE still remains.
1596   %dynamic friction kernel
1597   The convolution integral
1598   \[
# Line 1711 | Line 1607 | $\xi(t) = \Xi_0$. Hence, the convolution integral beco
1607   \[
1608   \int_0^t {\xi (t)\dot x(t - \tau )d\tau }  = \xi _0 (x(t) - x(0))
1609   \]
1610 < and Equation \ref{introEuqation:GeneralizedLangevinDynamics} becomes
1610 > and Eq.~\ref{introEuqation:GeneralizedLangevinDynamics} becomes
1611   \[
1612   m\ddot x =  - \frac{\partial }{{\partial x}}\left( {W(x) +
1613   \frac{1}{2}\xi _0 (x - x_0 )^2 } \right) + R(t),
1614   \]
1615 < which can be used to describe dynamic caging effect. The other
1616 < extreme is the bath that responds infinitely quickly to motions in
1617 < the system. Thus, $\xi (t)$ can be taken as a $delta$ function in
1618 < time:
1615 > which can be used to describe the effect of dynamic caging in
1616 > viscous solvents. The other extreme is the bath that responds
1617 > infinitely quickly to motions in the system. Thus, $\xi (t)$ can be
1618 > taken as a $delta$ function in time:
1619   \[
1620 < \xi (t) = 2\xi _0 \delta (t)
1620 > \xi (t) = 2\xi _0 \delta (t).
1621   \]
1622   Hence, the convolution integral becomes
1623   \[
1624   \int_0^t {\xi (t)\dot x(t - \tau )d\tau }  = 2\xi _0 \int_0^t
1625   {\delta (t)\dot x(t - \tau )d\tau }  = \xi _0 \dot x(t),
1626   \]
1627 < and Equation \ref{introEuqation:GeneralizedLangevinDynamics} becomes
1627 > and Eq.~\ref{introEuqation:GeneralizedLangevinDynamics} becomes
1628   \begin{equation}
1629   m\ddot x =  - \frac{{\partial W(x)}}{{\partial x}} - \xi _0 \dot
1630   x(t) + R(t) \label{introEquation:LangevinEquation}
1631   \end{equation}
1632   which is known as the Langevin equation. The static friction
1633   coefficient $\xi _0$ can either be calculated from spectral density
1634 < or be determined by Stokes' law for regular shaped particles.A
1635 < briefly review on calculating friction tensor for arbitrary shaped
1634 > or be determined by Stokes' law for regular shaped particles. A
1635 > brief review on calculating friction tensors for arbitrary shaped
1636   particles is given in Sec.~\ref{introSection:frictionTensor}.
1637  
1638   \subsubsection{\label{introSection:secondFluctuationDissipation}\textbf{The Second Fluctuation Dissipation Theorem}}
1639  
1640 < Defining a new set of coordinates,
1640 > Defining a new set of coordinates
1641   \[
1642   q_\alpha  (t) = x_\alpha  (t) - \frac{1}{{m_\alpha  \omega _\alpha
1643 < ^2 }}x(0)
1644 < \],
1645 < we can rewrite $R(T)$ as
1643 > ^2 }}x(0),
1644 > \]
1645 > we can rewrite $R(t)$ as
1646   \[
1647   R(t) = \sum\limits_{\alpha  = 1}^N {g_\alpha  q_\alpha  (t)}.
1648   \]
1649   And since the $q$ coordinates are harmonic oscillators,
1754
1650   \begin{eqnarray*}
1651   \left\langle {q_\alpha ^2 } \right\rangle  & = & \frac{{kT}}{{m_\alpha  \omega _\alpha ^2 }} \\
1652   \left\langle {q_\alpha  (t)q_\alpha  (0)} \right\rangle & = & \left\langle {q_\alpha ^2 (0)} \right\rangle \cos (\omega _\alpha  t) \\
1653   \left\langle {q_\alpha  (t)q_\beta  (0)} \right\rangle & = &\delta _{\alpha \beta } \left\langle {q_\alpha  (t)q_\alpha  (0)} \right\rangle  \\
1654   \left\langle {R(t)R(0)} \right\rangle & = & \sum\limits_\alpha  {\sum\limits_\beta  {g_\alpha  g_\beta  \left\langle {q_\alpha  (t)q_\beta  (0)} \right\rangle } }  \\
1655    & = &\sum\limits_\alpha  {g_\alpha ^2 \left\langle {q_\alpha ^2 (0)} \right\rangle \cos (\omega _\alpha  t)}  \\
1656 <  & = &kT\xi (t) \\
1656 >  & = &kT\xi (t)
1657   \end{eqnarray*}
1763
1658   Thus, we recover the \emph{second fluctuation dissipation theorem}
1659   \begin{equation}
1660   \xi (t) = \left\langle {R(t)R(0)} \right\rangle
1661 < \label{introEquation:secondFluctuationDissipation}.
1661 > \label{introEquation:secondFluctuationDissipation},
1662   \end{equation}
1663 < In effect, it acts as a constraint on the possible ways in which one
1664 < can model the random force and friction kernel.
1771 <
1772 < \subsection{\label{introSection:frictionTensor} Friction Tensor}
1773 < Theoretically, the friction kernel can be determined using velocity
1774 < autocorrelation function. However, this approach become impractical
1775 < when the system become more and more complicate. Instead, various
1776 < approaches based on hydrodynamics have been developed to calculate
1777 < the friction coefficients. The friction effect is isotropic in
1778 < Equation, $\zeta$ can be taken as a scalar. In general, friction
1779 < tensor $\Xi$ is a $6\times 6$ matrix given by
1780 < \[
1781 < \Xi  = \left( {\begin{array}{*{20}c}
1782 <   {\Xi _{}^{tt} } & {\Xi _{}^{rt} }  \\
1783 <   {\Xi _{}^{tr} } & {\Xi _{}^{rr} }  \\
1784 < \end{array}} \right).
1785 < \]
1786 < Here, $ {\Xi^{tt} }$ and $ {\Xi^{rr} }$ are translational friction
1787 < tensor and rotational resistance (friction) tensor respectively,
1788 < while ${\Xi^{tr} }$ is translation-rotation coupling tensor and $
1789 < {\Xi^{rt} }$ is rotation-translation coupling tensor. When a
1790 < particle moves in a fluid, it may experience friction force or
1791 < torque along the opposite direction of the velocity or angular
1792 < velocity,
1793 < \[
1794 < \left( \begin{array}{l}
1795 < F_R  \\
1796 < \tau _R  \\
1797 < \end{array} \right) =  - \left( {\begin{array}{*{20}c}
1798 <   {\Xi ^{tt} } & {\Xi ^{rt} }  \\
1799 <   {\Xi ^{tr} } & {\Xi ^{rr} }  \\
1800 < \end{array}} \right)\left( \begin{array}{l}
1801 < v \\
1802 < w \\
1803 < \end{array} \right)
1804 < \]
1805 < where $F_r$ is the friction force and $\tau _R$ is the friction
1806 < toque.
1807 <
1808 < \subsubsection{\label{introSection:resistanceTensorRegular}\textbf{The Resistance Tensor for Regular Shape}}
1809 <
1810 < For a spherical particle, the translational and rotational friction
1811 < constant can be calculated from Stoke's law,
1812 < \[
1813 < \Xi ^{tt}  = \left( {\begin{array}{*{20}c}
1814 <   {6\pi \eta R} & 0 & 0  \\
1815 <   0 & {6\pi \eta R} & 0  \\
1816 <   0 & 0 & {6\pi \eta R}  \\
1817 < \end{array}} \right)
1818 < \]
1819 < and
1820 < \[
1821 < \Xi ^{rr}  = \left( {\begin{array}{*{20}c}
1822 <   {8\pi \eta R^3 } & 0 & 0  \\
1823 <   0 & {8\pi \eta R^3 } & 0  \\
1824 <   0 & 0 & {8\pi \eta R^3 }  \\
1825 < \end{array}} \right)
1826 < \]
1827 < where $\eta$ is the viscosity of the solvent and $R$ is the
1828 < hydrodynamics radius.
1829 <
1830 < Other non-spherical shape, such as cylinder and ellipsoid
1831 < \textit{etc}, are widely used as reference for developing new
1832 < hydrodynamics theory, because their properties can be calculated
1833 < exactly. In 1936, Perrin extended Stokes's law to general ellipsoid,
1834 < also called a triaxial ellipsoid, which is given in Cartesian
1835 < coordinates by\cite{Perrin1934, Perrin1936}
1836 < \[
1837 < \frac{{x^2 }}{{a^2 }} + \frac{{y^2 }}{{b^2 }} + \frac{{z^2 }}{{c^2
1838 < }} = 1
1839 < \]
1840 < where the semi-axes are of lengths $a$, $b$, and $c$. Unfortunately,
1841 < due to the complexity of the elliptic integral, only the ellipsoid
1842 < with the restriction of two axes having to be equal, \textit{i.e.}
1843 < prolate($ a \ge b = c$) and oblate ($ a < b = c $), can be solved
1844 < exactly. Introducing an elliptic integral parameter $S$ for prolate,
1845 < \[
1846 < S = \frac{2}{{\sqrt {a^2  - b^2 } }}\ln \frac{{a + \sqrt {a^2  - b^2
1847 < } }}{b},
1848 < \]
1849 < and oblate,
1850 < \[
1851 < S = \frac{2}{{\sqrt {b^2  - a^2 } }}arctg\frac{{\sqrt {b^2  - a^2 }
1852 < }}{a}
1853 < \],
1854 < one can write down the translational and rotational resistance
1855 < tensors
1856 < \[
1857 < \begin{array}{l}
1858 < \Xi _a^{tt}  = 16\pi \eta \frac{{a^2  - b^2 }}{{(2a^2  - b^2 )S - 2a}} \\
1859 < \Xi _b^{tt}  = \Xi _c^{tt}  = 32\pi \eta \frac{{a^2  - b^2 }}{{(2a^2  - 3b^2 )S + 2a}} \\
1860 < \end{array},
1861 < \]
1862 < and
1863 < \[
1864 < \begin{array}{l}
1865 < \Xi _a^{rr}  = \frac{{32\pi }}{3}\eta \frac{{(a^2  - b^2 )b^2 }}{{2a - b^2 S}} \\
1866 < \Xi _b^{rr}  = \Xi _c^{rr}  = \frac{{32\pi }}{3}\eta \frac{{(a^4  - b^4 )}}{{(2a^2  - b^2 )S - 2a}} \\
1867 < \end{array}.
1868 < \]
1869 <
1870 < \subsubsection{\label{introSection:resistanceTensorRegularArbitrary}\textbf{The Resistance Tensor for Arbitrary Shape}}
1871 <
1872 < Unlike spherical and other regular shaped molecules, there is not
1873 < analytical solution for friction tensor of any arbitrary shaped
1874 < rigid molecules. The ellipsoid of revolution model and general
1875 < triaxial ellipsoid model have been used to approximate the
1876 < hydrodynamic properties of rigid bodies. However, since the mapping
1877 < from all possible ellipsoidal space, $r$-space, to all possible
1878 < combination of rotational diffusion coefficients, $D$-space is not
1879 < unique\cite{Wegener1979} as well as the intrinsic coupling between
1880 < translational and rotational motion of rigid body, general ellipsoid
1881 < is not always suitable for modeling arbitrarily shaped rigid
1882 < molecule. A number of studies have been devoted to determine the
1883 < friction tensor for irregularly shaped rigid bodies using more
1884 < advanced method where the molecule of interest was modeled by
1885 < combinations of spheres(beads)\cite{Carrasco1999} and the
1886 < hydrodynamics properties of the molecule can be calculated using the
1887 < hydrodynamic interaction tensor. Let us consider a rigid assembly of
1888 < $N$ beads immersed in a continuous medium. Due to hydrodynamics
1889 < interaction, the ``net'' velocity of $i$th bead, $v'_i$ is different
1890 < than its unperturbed velocity $v_i$,
1891 < \[
1892 < v'_i  = v_i  - \sum\limits_{j \ne i} {T_{ij} F_j }
1893 < \]
1894 < where $F_i$ is the frictional force, and $T_{ij}$ is the
1895 < hydrodynamic interaction tensor. The friction force of $i$th bead is
1896 < proportional to its ``net'' velocity
1897 < \begin{equation}
1898 < F_i  = \zeta _i v_i  - \zeta _i \sum\limits_{j \ne i} {T_{ij} F_j }.
1899 < \label{introEquation:tensorExpression}
1900 < \end{equation}
1901 < This equation is the basis for deriving the hydrodynamic tensor. In
1902 < 1930, Oseen and Burgers gave a simple solution to Equation
1903 < \ref{introEquation:tensorExpression}
1904 < \begin{equation}
1905 < T_{ij}  = \frac{1}{{8\pi \eta r_{ij} }}\left( {I + \frac{{R_{ij}
1906 < R_{ij}^T }}{{R_{ij}^2 }}} \right).
1907 < \label{introEquation:oseenTensor}
1908 < \end{equation}
1909 < Here $R_{ij}$ is the distance vector between bead $i$ and bead $j$.
1910 < A second order expression for element of different size was
1911 < introduced by Rotne and Prager\cite{Rotne1969} and improved by
1912 < Garc\'{i}a de la Torre and Bloomfield\cite{Torre1977},
1913 < \begin{equation}
1914 < T_{ij}  = \frac{1}{{8\pi \eta R_{ij} }}\left[ {\left( {I +
1915 < \frac{{R_{ij} R_{ij}^T }}{{R_{ij}^2 }}} \right) + R\frac{{\sigma
1916 < _i^2  + \sigma _j^2 }}{{r_{ij}^2 }}\left( {\frac{I}{3} -
1917 < \frac{{R_{ij} R_{ij}^T }}{{R_{ij}^2 }}} \right)} \right].
1918 < \label{introEquation:RPTensorNonOverlapped}
1919 < \end{equation}
1920 < Both of the Equation \ref{introEquation:oseenTensor} and Equation
1921 < \ref{introEquation:RPTensorNonOverlapped} have an assumption $R_{ij}
1922 < \ge \sigma _i  + \sigma _j$. An alternative expression for
1923 < overlapping beads with the same radius, $\sigma$, is given by
1924 < \begin{equation}
1925 < T_{ij}  = \frac{1}{{6\pi \eta R_{ij} }}\left[ {\left( {1 -
1926 < \frac{2}{{32}}\frac{{R_{ij} }}{\sigma }} \right)I +
1927 < \frac{2}{{32}}\frac{{R_{ij} R_{ij}^T }}{{R_{ij} \sigma }}} \right]
1928 < \label{introEquation:RPTensorOverlapped}
1929 < \end{equation}
1930 <
1931 < To calculate the resistance tensor at an arbitrary origin $O$, we
1932 < construct a $3N \times 3N$ matrix consisting of $N \times N$
1933 < $B_{ij}$ blocks
1934 < \begin{equation}
1935 < B = \left( {\begin{array}{*{20}c}
1936 <   {B_{11} } &  \ldots  & {B_{1N} }  \\
1937 <    \vdots  &  \ddots  &  \vdots   \\
1938 <   {B_{N1} } &  \cdots  & {B_{NN} }  \\
1939 < \end{array}} \right),
1940 < \end{equation}
1941 < where $B_{ij}$ is given by
1942 < \[
1943 < B_{ij}  = \delta _{ij} \frac{I}{{6\pi \eta R}} + (1 - \delta _{ij}
1944 < )T_{ij}
1945 < \]
1946 < where $\delta _{ij}$ is Kronecker delta function. Inverting matrix
1947 < $B$, we obtain
1948 <
1949 < \[
1950 < C = B^{ - 1}  = \left( {\begin{array}{*{20}c}
1951 <   {C_{11} } &  \ldots  & {C_{1N} }  \\
1952 <    \vdots  &  \ddots  &  \vdots   \\
1953 <   {C_{N1} } &  \cdots  & {C_{NN} }  \\
1954 < \end{array}} \right)
1955 < \]
1956 < , which can be partitioned into $N \times N$ $3 \times 3$ block
1957 < $C_{ij}$. With the help of $C_{ij}$ and skew matrix $U_i$
1958 < \[
1959 < U_i  = \left( {\begin{array}{*{20}c}
1960 <   0 & { - z_i } & {y_i }  \\
1961 <   {z_i } & 0 & { - x_i }  \\
1962 <   { - y_i } & {x_i } & 0  \\
1963 < \end{array}} \right)
1964 < \]
1965 < where $x_i$, $y_i$, $z_i$ are the components of the vector joining
1966 < bead $i$ and origin $O$. Hence, the elements of resistance tensor at
1967 < arbitrary origin $O$ can be written as
1968 < \begin{equation}
1969 < \begin{array}{l}
1970 < \Xi _{}^{tt}  = \sum\limits_i {\sum\limits_j {C_{ij} } } , \\
1971 < \Xi _{}^{tr}  = \Xi _{}^{rt}  = \sum\limits_i {\sum\limits_j {U_i C_{ij} } } , \\
1972 < \Xi _{}^{rr}  =  - \sum\limits_i {\sum\limits_j {U_i C_{ij} } } U_j  \\
1973 < \end{array}
1974 < \label{introEquation:ResistanceTensorArbitraryOrigin}
1975 < \end{equation}
1976 <
1977 < The resistance tensor depends on the origin to which they refer. The
1978 < proper location for applying friction force is the center of
1979 < resistance (reaction), at which the trace of rotational resistance
1980 < tensor, $ \Xi ^{rr}$ reaches minimum. Mathematically, the center of
1981 < resistance is defined as an unique point of the rigid body at which
1982 < the translation-rotation coupling tensor are symmetric,
1983 < \begin{equation}
1984 < \Xi^{tr}  = \left( {\Xi^{tr} } \right)^T
1985 < \label{introEquation:definitionCR}
1986 < \end{equation}
1987 < Form Equation \ref{introEquation:ResistanceTensorArbitraryOrigin},
1988 < we can easily find out that the translational resistance tensor is
1989 < origin independent, while the rotational resistance tensor and
1990 < translation-rotation coupling resistance tensor depend on the
1991 < origin. Given resistance tensor at an arbitrary origin $O$, and a
1992 < vector ,$r_{OP}(x_{OP}, y_{OP}, z_{OP})$, from $O$ to $P$, we can
1993 < obtain the resistance tensor at $P$ by
1994 < \begin{equation}
1995 < \begin{array}{l}
1996 < \Xi _P^{tt}  = \Xi _O^{tt}  \\
1997 < \Xi _P^{tr}  = \Xi _P^{rt}  = \Xi _O^{tr}  - U_{OP} \Xi _O^{tt}  \\
1998 < \Xi _P^{rr}  = \Xi _O^{rr}  - U_{OP} \Xi _O^{tt} U_{OP}  + \Xi _O^{tr} U_{OP}  - U_{OP} \Xi _O^{{tr} ^{^T }}  \\
1999 < \end{array}
2000 < \label{introEquation:resistanceTensorTransformation}
2001 < \end{equation}
2002 < where
2003 < \[
2004 < U_{OP}  = \left( {\begin{array}{*{20}c}
2005 <   0 & { - z_{OP} } & {y_{OP} }  \\
2006 <   {z_i } & 0 & { - x_{OP} }  \\
2007 <   { - y_{OP} } & {x_{OP} } & 0  \\
2008 < \end{array}} \right)
2009 < \]
2010 < Using Equations \ref{introEquation:definitionCR} and
2011 < \ref{introEquation:resistanceTensorTransformation}, one can locate
2012 < the position of center of resistance,
2013 < \begin{eqnarray*}
2014 < \left( \begin{array}{l}
2015 < x_{OR}  \\
2016 < y_{OR}  \\
2017 < z_{OR}  \\
2018 < \end{array} \right) & = &\left( {\begin{array}{*{20}c}
2019 <   {(\Xi _O^{rr} )_{yy}  + (\Xi _O^{rr} )_{zz} } & { - (\Xi _O^{rr} )_{xy} } & { - (\Xi _O^{rr} )_{xz} }  \\
2020 <   { - (\Xi _O^{rr} )_{xy} } & {(\Xi _O^{rr} )_{zz}  + (\Xi _O^{rr} )_{xx} } & { - (\Xi _O^{rr} )_{yz} }  \\
2021 <   { - (\Xi _O^{rr} )_{xz} } & { - (\Xi _O^{rr} )_{yz} } & {(\Xi _O^{rr} )_{xx}  + (\Xi _O^{rr} )_{yy} }  \\
2022 < \end{array}} \right)^{ - 1}  \\
2023 <  & & \left( \begin{array}{l}
2024 < (\Xi _O^{tr} )_{yz}  - (\Xi _O^{tr} )_{zy}  \\
2025 < (\Xi _O^{tr} )_{zx}  - (\Xi _O^{tr} )_{xz}  \\
2026 < (\Xi _O^{tr} )_{xy}  - (\Xi _O^{tr} )_{yx}  \\
2027 < \end{array} \right) \\
2028 < \end{eqnarray*}
2029 <
2030 <
2031 <
2032 < where $x_OR$, $y_OR$, $z_OR$ are the components of the vector
2033 < joining center of resistance $R$ and origin $O$.
1663 > which acts as a constraint on the possible ways in which one can
1664 > model the random force and friction kernel.

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