ViewVC Help
View File | Revision Log | Show Annotations | View Changeset | Root Listing
root/group/trunk/tengDissertation/Introduction.tex
(Generate patch)

Comparing trunk/tengDissertation/Introduction.tex (file contents):
Revision 2705 by tim, Wed Apr 12 21:20:13 2006 UTC vs.
Revision 2730 by tim, Mon Apr 24 18:49:32 2006 UTC

# Line 315 | Line 315 | partition function like,
315   isolated and conserve energy, Microcanonical ensemble(NVE) has a
316   partition function like,
317   \begin{equation}
318 < \Omega (N,V,E) = e^{\beta TS}
319 < \label{introEqaution:NVEPartition}.
318 > \Omega (N,V,E) = e^{\beta TS} \label{introEquation:NVEPartition}.
319   \end{equation}
320   A canonical ensemble(NVT)is an ensemble of systems, each of which
321   can share its energy with a large heat reservoir. The distribution
# Line 571 | Line 570 | The free rigid body is an example of Poisson system (a
570   \dot x = J(x)\nabla _x H \label{introEquation:poissonHamiltonian}
571   \end{equation}
572   The most obvious change being that matrix $J$ now depends on $x$.
574 The free rigid body is an example of Poisson system (actually a
575 Lie-Poisson system) with Hamiltonian function of angular kinetic
576 energy.
577 \begin{equation}
578 J(\pi ) = \left( {\begin{array}{*{20}c}
579   0 & {\pi _3 } & { - \pi _2 }  \\
580   { - \pi _3 } & 0 & {\pi _1 }  \\
581   {\pi _2 } & { - \pi _1 } & 0  \\
582 \end{array}} \right)
583 \end{equation}
584
585 \begin{equation}
586 H = \frac{1}{2}\left( {\frac{{\pi _1^2 }}{{I_1 }} + \frac{{\pi _2^2
587 }}{{I_2 }} + \frac{{\pi _3^2 }}{{I_3 }}} \right)
588 \end{equation}
573  
574   \subsection{\label{introSection:exactFlow}Exact Flow}
575  
# Line 771 | Line 755 | _{1,h/2} ,
755   splitting gives a second-order decomposition,
756   \begin{equation}
757   \varphi _h  = \varphi _{1,h/2}  \circ \varphi _{2,h}  \circ \varphi
758 < _{1,h/2} ,
775 < \label{introEqaution:secondOrderSplitting}
758 > _{1,h/2} , \label{introEquation:secondOrderSplitting}
759   \end{equation}
760   which has a local error proportional to $h^3$. Sprang splitting's
761   popularity in molecular simulation community attribute to its
# Line 839 | Line 822 | q(\Delta t)} \right]. %
822   %
823   q(\Delta t) &= q(0) + \frac{{\Delta t}}{2}\left[ {\dot q(0) + \dot
824   q(\Delta t)} \right]. %
825 < \label{introEquation:positionVerlet1}
825 > \label{introEquation:positionVerlet2}
826   \end{align}
827  
828   \subsubsection{\label{introSection:errorAnalysis}Error Analysis and Higher Order Methods}
# Line 848 | Line 831 | $\varphi_1(t)$ and $\varphi_2(t$ respectively , we hav
831   error of splitting method in terms of commutator of the
832   operators(\ref{introEquation:exponentialOperator}) associated with
833   the sub-flow. For operators $hX$ and $hY$ which are associate to
834 < $\varphi_1(t)$ and $\varphi_2(t$ respectively , we have
834 > $\varphi_1(t)$ and $\varphi_2(t)$ respectively , we have
835   \begin{equation}
836   \exp (hX + hY) = \exp (hZ)
837   \end{equation}
# Line 863 | Line 846 | can obtain
846   \]
847   Applying Baker-Campbell-Hausdorff formula to Sprang splitting, we
848   can obtain
849 < \begin{eqnarray*}
849 > \begin{equation}
850   \exp (h X/2)\exp (h Y)\exp (h X/2) & = & \exp (h X + h Y + h^2
851   [X,Y]/4 + h^2 [Y,X]/4 \\ & & \mbox{} + h^2 [X,X]/8 + h^2 [Y,Y]/8 \\
852   & & \mbox{} + h^3 [Y,[Y,X]]/12 - h^3 [X,[X,Y]]/24 & & \mbox{} +
853   \ldots )
854 < \end{eqnarray*}
854 > \end{equation}
855   Since \[ [X,Y] + [Y,X] = 0\] and \[ [X,X] = 0\], the dominant local
856   error of Spring splitting is proportional to $h^3$. The same
857   procedure can be applied to general splitting,  of the form
# Line 900 | Line 883 | As a special discipline of molecular modeling, Molecul
883  
884   \section{\label{introSection:molecularDynamics}Molecular Dynamics}
885  
886 < As a special discipline of molecular modeling, Molecular dynamics
887 < has proven to be a powerful tool for studying the functions of
888 < biological systems, providing structural, thermodynamic and
889 < dynamical information.
890 <
891 < \subsection{\label{introSec:mdInit}Initialization}
892 <
893 < \subsection{\label{introSec:forceEvaluation}Force Evaluation}
886 > As one of the principal tools of molecular modeling, Molecular
887 > dynamics has proven to be a powerful tool for studying the functions
888 > of biological systems, providing structural, thermodynamic and
889 > dynamical information. The basic idea of molecular dynamics is that
890 > macroscopic properties are related to microscopic behavior and
891 > microscopic behavior can be calculated from the trajectories in
892 > simulations. For instance, instantaneous temperature of an
893 > Hamiltonian system of $N$ particle can be measured by
894 > \[
895 > T = \sum\limits_{i = 1}^N {\frac{{m_i v_i^2 }}{{fk_B }}}
896 > \]
897 > where $m_i$ and $v_i$ are the mass and velocity of $i$th particle
898 > respectively, $f$ is the number of degrees of freedom, and $k_B$ is
899 > the boltzman constant.
900  
901 < \subsection{\label{introSection:mdIntegration} Integration of the Equations of Motion}
901 > A typical molecular dynamics run consists of three essential steps:
902 > \begin{enumerate}
903 >  \item Initialization
904 >    \begin{enumerate}
905 >    \item Preliminary preparation
906 >    \item Minimization
907 >    \item Heating
908 >    \item Equilibration
909 >    \end{enumerate}
910 >  \item Production
911 >  \item Analysis
912 > \end{enumerate}
913 > These three individual steps will be covered in the following
914 > sections. Sec.~\ref{introSec:initialSystemSettings} deals with the
915 > initialization of a simulation. Sec.~\ref{introSec:production} will
916 > discusses issues in production run. Sec.~\ref{introSection:Analysis}
917 > provides the theoretical tools for trajectory analysis.
918 >
919 > \subsection{\label{introSec:initialSystemSettings}Initialization}
920 >
921 > \subsubsection{Preliminary preparation}
922 >
923 > When selecting the starting structure of a molecule for molecular
924 > simulation, one may retrieve its Cartesian coordinates from public
925 > databases, such as RCSB Protein Data Bank \textit{etc}. Although
926 > thousands of crystal structures of molecules are discovered every
927 > year, many more remain unknown due to the difficulties of
928 > purification and crystallization. Even for the molecule with known
929 > structure, some important information is missing. For example, the
930 > missing hydrogen atom which acts as donor in hydrogen bonding must
931 > be added. Moreover, in order to include electrostatic interaction,
932 > one may need to specify the partial charges for individual atoms.
933 > Under some circumstances, we may even need to prepare the system in
934 > a special setup. For instance, when studying transport phenomenon in
935 > membrane system, we may prepare the lipids in bilayer structure
936 > instead of placing lipids randomly in solvent, since we are not
937 > interested in self-aggregation and it takes a long time to happen.
938 >
939 > \subsubsection{Minimization}
940 >
941 > It is quite possible that some of molecules in the system from
942 > preliminary preparation may be overlapped with each other. This
943 > close proximity leads to high potential energy which consequently
944 > jeopardizes any molecular dynamics simulations. To remove these
945 > steric overlaps, one typically performs energy minimization to find
946 > a more reasonable conformation. Several energy minimization methods
947 > have been developed to exploit the energy surface and to locate the
948 > local minimum. While converging slowly near the minimum, steepest
949 > descent method is extremely robust when systems are far from
950 > harmonic. Thus, it is often used to refine structure from
951 > crystallographic data. Relied on the gradient or hessian, advanced
952 > methods like conjugate gradient and Newton-Raphson converge rapidly
953 > to a local minimum, while become unstable if the energy surface is
954 > far from quadratic. Another factor must be taken into account, when
955 > choosing energy minimization method, is the size of the system.
956 > Steepest descent and conjugate gradient can deal with models of any
957 > size. Because of the limit of computation power to calculate hessian
958 > matrix and insufficient storage capacity to store them, most
959 > Newton-Raphson methods can not be used with very large models.
960 >
961 > \subsubsection{Heating}
962 >
963 > Typically, Heating is performed by assigning random velocities
964 > according to a Gaussian distribution for a temperature. Beginning at
965 > a lower temperature and gradually increasing the temperature by
966 > assigning greater random velocities, we end up with setting the
967 > temperature of the system to a final temperature at which the
968 > simulation will be conducted. In heating phase, we should also keep
969 > the system from drifting or rotating as a whole. Equivalently, the
970 > net linear momentum and angular momentum of the system should be
971 > shifted to zero.
972 >
973 > \subsubsection{Equilibration}
974 >
975 > The purpose of equilibration is to allow the system to evolve
976 > spontaneously for a period of time and reach equilibrium. The
977 > procedure is continued until various statistical properties, such as
978 > temperature, pressure, energy, volume and other structural
979 > properties \textit{etc}, become independent of time. Strictly
980 > speaking, minimization and heating are not necessary, provided the
981 > equilibration process is long enough. However, these steps can serve
982 > as a means to arrive at an equilibrated structure in an effective
983 > way.
984 >
985 > \subsection{\label{introSection:production}Production}
986 >
987 > Production run is the most important steps of the simulation, in
988 > which the equilibrated structure is used as a starting point and the
989 > motions of the molecules are collected for later analysis. In order
990 > to capture the macroscopic properties of the system, the molecular
991 > dynamics simulation must be performed in correct and efficient way.
992 >
993 > The most expensive part of a molecular dynamics simulation is the
994 > calculation of non-bonded forces, such as van der Waals force and
995 > Coulombic forces \textit{etc}. For a system of $N$ particles, the
996 > complexity of the algorithm for pair-wise interactions is $O(N^2 )$,
997 > which making large simulations prohibitive in the absence of any
998 > computation saving techniques.
999 >
1000 > A natural approach to avoid system size issue is to represent the
1001 > bulk behavior by a finite number of the particles. However, this
1002 > approach will suffer from the surface effect. To offset this,
1003 > \textit{Periodic boundary condition} is developed to simulate bulk
1004 > properties with a relatively small number of particles. In this
1005 > method, the simulation box is replicated throughout space to form an
1006 > infinite lattice. During the simulation, when a particle moves in
1007 > the primary cell, its image in other cells move in exactly the same
1008 > direction with exactly the same orientation. Thus, as a particle
1009 > leaves the primary cell, one of its images will enter through the
1010 > opposite face.
1011 > %\begin{figure}
1012 > %\centering
1013 > %\includegraphics[width=\linewidth]{pbcFig.eps}
1014 > %\caption[An illustration of periodic boundary conditions]{A 2-D
1015 > %illustration of periodic boundary conditions. As one particle leaves
1016 > %the right of the simulation box, an image of it enters the left.}
1017 > %\label{introFig:pbc}
1018 > %\end{figure}
1019 >
1020 > %cutoff and minimum image convention
1021 > Another important technique to improve the efficiency of force
1022 > evaluation is to apply cutoff where particles farther than a
1023 > predetermined distance, are not included in the calculation
1024 > \cite{Frenkel1996}. The use of a cutoff radius will cause a
1025 > discontinuity in the potential energy curve. Fortunately, one can
1026 > shift the potential to ensure the potential curve go smoothly to
1027 > zero at the cutoff radius. Cutoff strategy works pretty well for
1028 > Lennard-Jones interaction because of its short range nature.
1029 > However, simply truncating the electrostatic interaction with the
1030 > use of cutoff has been shown to lead to severe artifacts in
1031 > simulations. Ewald summation, in which the slowly conditionally
1032 > convergent Coulomb potential is transformed into direct and
1033 > reciprocal sums with rapid and absolute convergence, has proved to
1034 > minimize the periodicity artifacts in liquid simulations. Taking the
1035 > advantages of the fast Fourier transform (FFT) for calculating
1036 > discrete Fourier transforms, the particle mesh-based methods are
1037 > accelerated from $O(N^{3/2})$ to $O(N logN)$. An alternative
1038 > approach is \emph{fast multipole method}, which treats Coulombic
1039 > interaction exactly at short range, and approximate the potential at
1040 > long range through multipolar expansion. In spite of their wide
1041 > acceptances at the molecular simulation community, these two methods
1042 > are hard to be implemented correctly and efficiently. Instead, we
1043 > use a damped and charge-neutralized Coulomb potential method
1044 > developed by Wolf and his coworkers. The shifted Coulomb potential
1045 > for particle $i$ and particle $j$ at distance $r_{rj}$ is given by:
1046 > \begin{equation}
1047 > V(r_{ij})= \frac{q_i q_j \textrm{erfc}(\alpha
1048 > r_{ij})}{r_{ij}}-\lim_{r_{ij}\rightarrow
1049 > R_\textrm{c}}\left\{\frac{q_iq_j \textrm{erfc}(\alpha
1050 > r_{ij})}{r_{ij}}\right\}. \label{introEquation:shiftedCoulomb}
1051 > \end{equation}
1052 > where $\alpha$ is the convergence parameter. Due to the lack of
1053 > inherent periodicity and rapid convergence,this method is extremely
1054 > efficient and easy to implement.
1055 > %\begin{figure}
1056 > %\centering
1057 > %\includegraphics[width=\linewidth]{pbcFig.eps}
1058 > %\caption[An illustration of shifted Coulomb potential]{An illustration of shifted Coulomb potential.}
1059 > %\label{introFigure:shiftedCoulomb}
1060 > %\end{figure}
1061  
1062 + %multiple time step
1063 +
1064 + \subsection{\label{introSection:Analysis} Analysis}
1065 +
1066 + Recently, advanced visualization technique are widely applied to
1067 + monitor the motions of molecules. Although the dynamics of the
1068 + system can be described qualitatively from animation, quantitative
1069 + trajectory analysis are more appreciable. According to the
1070 + principles of Statistical Mechanics,
1071 + Sec.~\ref{introSection:statisticalMechanics}, one can compute
1072 + thermodynamics properties, analyze fluctuations of structural
1073 + parameters, and investigate time-dependent processes of the molecule
1074 + from the trajectories.
1075 +
1076 + \subsubsection{\label{introSection:thermodynamicsProperties}Thermodynamics Properties}
1077 +
1078 + Thermodynamics properties, which can be expressed in terms of some
1079 + function of the coordinates and momenta of all particles in the
1080 + system, can be directly computed from molecular dynamics. The usual
1081 + way to measure the pressure is based on virial theorem of Clausius
1082 + which states that the virial is equal to $-3Nk_BT$. For a system
1083 + with forces between particles, the total virial, $W$, contains the
1084 + contribution from external pressure and interaction between the
1085 + particles:
1086 + \[
1087 + W =  - 3PV + \left\langle {\sum\limits_{i < j} {r{}_{ij} \cdot
1088 + f_{ij} } } \right\rangle
1089 + \]
1090 + where $f_{ij}$ is the force between particle $i$ and $j$ at a
1091 + distance $r_{ij}$. Thus, the expression for the pressure is given
1092 + by:
1093 + \begin{equation}
1094 + P = \frac{{Nk_B T}}{V} - \frac{1}{{3V}}\left\langle {\sum\limits_{i
1095 + < j} {r{}_{ij} \cdot f_{ij} } } \right\rangle
1096 + \end{equation}
1097 +
1098 + \subsubsection{\label{introSection:structuralProperties}Structural Properties}
1099 +
1100 + Structural Properties of a simple fluid can be described by a set of
1101 + distribution functions. Among these functions,\emph{pair
1102 + distribution function}, also known as \emph{radial distribution
1103 + function}, is of most fundamental importance to liquid-state theory.
1104 + Pair distribution function can be gathered by Fourier transforming
1105 + raw data from a series of neutron diffraction experiments and
1106 + integrating over the surface factor \cite{Powles73}. The experiment
1107 + result can serve as a criterion to justify the correctness of the
1108 + theory. Moreover, various equilibrium thermodynamic and structural
1109 + properties can also be expressed in terms of radial distribution
1110 + function \cite{allen87:csl}.
1111 +
1112 + A pair distribution functions $g(r)$ gives the probability that a
1113 + particle $i$ will be located at a distance $r$ from a another
1114 + particle $j$ in the system
1115 + \[
1116 + g(r) = \frac{V}{{N^2 }}\left\langle {\sum\limits_i {\sum\limits_{j
1117 + \ne i} {\delta (r - r_{ij} )} } } \right\rangle.
1118 + \]
1119 + Note that the delta function can be replaced by a histogram in
1120 + computer simulation. Figure
1121 + \ref{introFigure:pairDistributionFunction} shows a typical pair
1122 + distribution function for the liquid argon system. The occurrence of
1123 + several peaks in the plot of $g(r)$ suggests that it is more likely
1124 + to find particles at certain radial values than at others. This is a
1125 + result of the attractive interaction at such distances. Because of
1126 + the strong repulsive forces at short distance, the probability of
1127 + locating particles at distances less than about 2.5{\AA} from each
1128 + other is essentially zero.
1129 +
1130 + %\begin{figure}
1131 + %\centering
1132 + %\includegraphics[width=\linewidth]{pdf.eps}
1133 + %\caption[Pair distribution function for the liquid argon
1134 + %]{Pair distribution function for the liquid argon}
1135 + %\label{introFigure:pairDistributionFunction}
1136 + %\end{figure}
1137 +
1138 + \subsubsection{\label{introSection:timeDependentProperties}Time-dependent
1139 + Properties}
1140 +
1141 + Time-dependent properties are usually calculated using \emph{time
1142 + correlation function}, which correlates random variables $A$ and $B$
1143 + at two different time
1144 + \begin{equation}
1145 + C_{AB} (t) = \left\langle {A(t)B(0)} \right\rangle.
1146 + \label{introEquation:timeCorrelationFunction}
1147 + \end{equation}
1148 + If $A$ and $B$ refer to same variable, this kind of correlation
1149 + function is called \emph{auto correlation function}. One example of
1150 + auto correlation function is velocity auto-correlation function
1151 + which is directly related to transport properties of molecular
1152 + liquids:
1153 + \[
1154 + D = \frac{1}{3}\int\limits_0^\infty  {\left\langle {v(t) \cdot v(0)}
1155 + \right\rangle } dt
1156 + \]
1157 + where $D$ is diffusion constant. Unlike velocity autocorrelation
1158 + function which is averaging over time origins and over all the
1159 + atoms, dipole autocorrelation are calculated for the entire system.
1160 + The dipole autocorrelation function is given by:
1161 + \[
1162 + c_{dipole}  = \left\langle {u_{tot} (t) \cdot u_{tot} (t)}
1163 + \right\rangle
1164 + \]
1165 + Here $u_{tot}$ is the net dipole of the entire system and is given
1166 + by
1167 + \[
1168 + u_{tot} (t) = \sum\limits_i {u_i (t)}
1169 + \]
1170 + In principle, many time correlation functions can be related with
1171 + Fourier transforms of the infrared, Raman, and inelastic neutron
1172 + scattering spectra of molecular liquids. In practice, one can
1173 + extract the IR spectrum from the intensity of dipole fluctuation at
1174 + each frequency using the following relationship:
1175 + \[
1176 + \hat c_{dipole} (v) = \int_{ - \infty }^\infty  {c_{dipole} (t)e^{ -
1177 + i2\pi vt} dt}
1178 + \]
1179 +
1180   \section{\label{introSection:rigidBody}Dynamics of Rigid Bodies}
1181  
1182   Rigid bodies are frequently involved in the modeling of different
# Line 944 | Line 1210 | rotation matrix $A$ and re-formulating Hamiltonian's e
1210   The break through in geometric literature suggests that, in order to
1211   develop a long-term integration scheme, one should preserve the
1212   symplectic structure of the flow. Introducing conjugate momentum to
1213 < rotation matrix $A$ and re-formulating Hamiltonian's equation, a
1213 > rotation matrix $Q$ and re-formulating Hamiltonian's equation, a
1214   symplectic integrator, RSHAKE, was proposed to evolve the
1215   Hamiltonian system in a constraint manifold by iteratively
1216 < satisfying the orthogonality constraint $A_t A = 1$. An alternative
1216 > satisfying the orthogonality constraint $Q_T Q = 1$. An alternative
1217   method using quaternion representation was developed by Omelyan.
1218   However, both of these methods are iterative and inefficient. In
1219   this section, we will present a symplectic Lie-Poisson integrator
1220 < for rigid body developed by Dullweber and his coworkers\cite{}.
1221 <
956 < \subsection{\label{introSection:lieAlgebra}Lie Algebra}
1220 > for rigid body developed by Dullweber and his
1221 > coworkers\cite{Dullweber1997} in depth.
1222  
1223 < \subsection{\label{introSection:DLMMotionEquation}The Euler Equations of Rigid Body Motion}
1224 <
1225 < \subsection{\label{introSection:otherRBMotionEquation}Other Formulations for Rigid Body Motion}
961 <
962 < \section{\label{introSection:correlationFunctions}Correlation Functions}
963 <
964 < \section{\label{introSection:langevinDynamics}Langevin Dynamics}
965 <
966 < \subsection{\label{introSection:LDIntroduction}Introduction and application of Langevin Dynamics}
967 <
968 < \subsection{\label{introSection:generalizedLangevinDynamics}Generalized Langevin Dynamics}
969 <
1223 > \subsection{\label{introSection:constrainedHamiltonianRB}Constrained Hamiltonian for Rigid Body}
1224 > The motion of the rigid body is Hamiltonian with the Hamiltonian
1225 > function
1226   \begin{equation}
1227 < H = \frac{{p^2 }}{{2m}} + U(x) + H_B  + \Delta U(x,x_1 , \ldots x_N)
1228 < \label{introEquation:bathGLE}
1227 > H = \frac{1}{2}(p^T m^{ - 1} p) + \frac{1}{2}tr(PJ^{ - 1} P) +
1228 > V(q,Q) + \frac{1}{2}tr[(QQ^T  - 1)\Lambda ].
1229 > \label{introEquation:RBHamiltonian}
1230   \end{equation}
1231 < where $H_B$ is harmonic bath Hamiltonian,
1231 > Here, $q$ and $Q$  are the position and rotation matrix for the
1232 > rigid-body, $p$ and $P$  are conjugate momenta to $q$  and $Q$ , and
1233 > $J$, a diagonal matrix, is defined by
1234   \[
1235 < H_B  =\sum\limits_{\alpha  = 1}^N {\left\{ {\frac{{p_\alpha ^2
977 < }}{{2m_\alpha  }} + \frac{1}{2}m_\alpha  w_\alpha ^2 } \right\}}
1235 > I_{ii}^{ - 1}  = \frac{1}{2}\sum\limits_{i \ne j} {J_{jj}^{ - 1} }
1236   \]
1237 < and $\Delta U$ is bilinear system-bath coupling,
1237 > where $I_{ii}$ is the diagonal element of the inertia tensor. This
1238 > constrained Hamiltonian equation subjects to a holonomic constraint,
1239 > \begin{equation}
1240 > Q^T Q = 1, \label{introEquation:orthogonalConstraint}
1241 > \end{equation}
1242 > which is used to ensure rotation matrix's orthogonality.
1243 > Differentiating \ref{introEquation:orthogonalConstraint} and using
1244 > Equation \ref{introEquation:RBMotionMomentum}, one may obtain,
1245 > \begin{equation}
1246 > Q^T PJ^{ - 1}  + J^{ - 1} P^T Q = 0 . \\
1247 > \label{introEquation:RBFirstOrderConstraint}
1248 > \end{equation}
1249 >
1250 > Using Equation (\ref{introEquation:motionHamiltonianCoordinate},
1251 > \ref{introEquation:motionHamiltonianMomentum}), one can write down
1252 > the equations of motion,
1253   \[
1254 < \Delta U =  - \sum\limits_{\alpha  = 1}^N {g_\alpha  x_\alpha  x}
1254 > \begin{array}{c}
1255 > \frac{{dq}}{{dt}} = \frac{p}{m} \label{introEquation:RBMotionPosition}\\
1256 > \frac{{dp}}{{dt}} =  - \nabla _q V(q,Q) \label{introEquation:RBMotionMomentum}\\
1257 > \frac{{dQ}}{{dt}} = PJ^{ - 1}  \label{introEquation:RBMotionRotation}\\
1258 > \frac{{dP}}{{dt}} =  - \nabla _Q V(q,Q) - 2Q\Lambda . \label{introEquation:RBMotionP}\\
1259 > \end{array}
1260   \]
1261 < Completing the square,
1261 >
1262 > In general, there are two ways to satisfy the holonomic constraints.
1263 > We can use constraint force provided by lagrange multiplier on the
1264 > normal manifold to keep the motion on constraint space. Or we can
1265 > simply evolve the system in constraint manifold. The two method are
1266 > proved to be equivalent. The holonomic constraint and equations of
1267 > motions define a constraint manifold for rigid body
1268   \[
1269 < H_B  + \Delta U = \sum\limits_{\alpha  = 1}^N {\left\{
1270 < {\frac{{p_\alpha ^2 }}{{2m_\alpha  }} + \frac{1}{2}m_\alpha
987 < w_\alpha ^2 \left( {x_\alpha   - \frac{{g_\alpha  }}{{m_\alpha
988 < w_\alpha ^2 }}x} \right)^2 } \right\}}  - \sum\limits_{\alpha  =
989 < 1}^N {\frac{{g_\alpha ^2 }}{{2m_\alpha  w_\alpha ^2 }}} x^2
1269 > M = \left\{ {(Q,P):Q^T Q = 1,Q^T PJ^{ - 1}  + J^{ - 1} P^T Q = 0}
1270 > \right\}.
1271   \]
1272 < and putting it back into Eq.~\ref{introEquation:bathGLE},
1272 >
1273 > Unfortunately, this constraint manifold is not the cotangent bundle
1274 > $T_{\star}SO(3)$. However, it turns out that under symplectic
1275 > transformation, the cotangent space and the phase space are
1276 > diffeomorphic. Introducing
1277   \[
1278 < H = \frac{{p^2 }}{{2m}} + W(x) + \sum\limits_{\alpha  = 1}^N
994 < {\left\{ {\frac{{p_\alpha ^2 }}{{2m_\alpha  }} + \frac{1}{2}m_\alpha
995 < w_\alpha ^2 \left( {x_\alpha   - \frac{{g_\alpha  }}{{m_\alpha
996 < w_\alpha ^2 }}x} \right)^2 } \right\}}
1278 > \tilde Q = Q,\tilde P = \frac{1}{2}\left( {P - QP^T Q} \right),
1279   \]
1280 < where
1280 > the mechanical system subject to a holonomic constraint manifold $M$
1281 > can be re-formulated as a Hamiltonian system on the cotangent space
1282   \[
1283 < W(x) = U(x) - \sum\limits_{\alpha  = 1}^N {\frac{{g_\alpha ^2
1284 < }}{{2m_\alpha  w_\alpha ^2 }}} x^2
1283 > T^* SO(3) = \left\{ {(\tilde Q,\tilde P):\tilde Q^T \tilde Q =
1284 > 1,\tilde Q^T \tilde PJ^{ - 1}  + J^{ - 1} P^T \tilde Q = 0} \right\}
1285   \]
1003 Since the first two terms of the new Hamiltonian depend only on the
1004 system coordinates, we can get the equations of motion for
1005 Generalized Langevin Dynamics by Hamilton's equations
1006 \ref{introEquation:motionHamiltonianCoordinate,
1007 introEquation:motionHamiltonianMomentum},
1008 \begin{align}
1009 \dot p &=  - \frac{{\partial H}}{{\partial x}}
1010       &= m\ddot x
1011       &= - \frac{{\partial W(x)}}{{\partial x}} - \sum\limits_{\alpha  = 1}^N {g_\alpha  \left( {x_\alpha   - \frac{{g_\alpha  }}{{m_\alpha  w_\alpha ^2 }}x} \right)}
1012 \label{introEquation:Lp5}
1013 \end{align}
1014 , and
1015 \begin{align}
1016 \dot p_\alpha   &=  - \frac{{\partial H}}{{\partial x_\alpha  }}
1017                &= m\ddot x_\alpha
1018                &= \- m_\alpha  w_\alpha ^2 \left( {x_\alpha   - \frac{{g_\alpha}}{{m_\alpha  w_\alpha ^2 }}x} \right)
1019 \end{align}
1286  
1287 < \subsection{\label{introSection:laplaceTransform}The Laplace Transform}
1288 <
1287 > For a body fixed vector $X_i$ with respect to the center of mass of
1288 > the rigid body, its corresponding lab fixed vector $X_0^{lab}$  is
1289 > given as
1290 > \begin{equation}
1291 > X_i^{lab} = Q X_i + q.
1292 > \end{equation}
1293 > Therefore, potential energy $V(q,Q)$ is defined by
1294   \[
1295 < L(x) = \int_0^\infty  {x(t)e^{ - pt} dt}
1295 > V(q,Q) = V(Q X_0 + q).
1296   \]
1297 <
1297 > Hence, the force and torque are given by
1298   \[
1299 < L(x + y) = L(x) + L(y)
1299 > \nabla _q V(q,Q) = F(q,Q) = \sum\limits_i {F_i (q,Q)},
1300   \]
1301 <
1301 > and
1302   \[
1303 < L(ax) = aL(x)
1303 > \nabla _Q V(q,Q) = F(q,Q)X_i^t
1304   \]
1305 + respectively.
1306  
1307 + As a common choice to describe the rotation dynamics of the rigid
1308 + body, angular momentum on body frame $\Pi  = Q^t P$ is introduced to
1309 + rewrite the equations of motion,
1310 + \begin{equation}
1311 + \begin{array}{l}
1312 + \mathop \Pi \limits^ \bullet   = J^{ - 1} \Pi ^T \Pi  + Q^T \sum\limits_i {F_i (q,Q)X_i^T }  - \Lambda  \\
1313 + \mathop Q\limits^{{\rm{   }} \bullet }  = Q\Pi {\rm{ }}J^{ - 1}  \\
1314 + \end{array}
1315 + \label{introEqaution:RBMotionPI}
1316 + \end{equation}
1317 + , as well as holonomic constraints,
1318   \[
1319 < L(\dot x) = pL(x) - px(0)
1319 > \begin{array}{l}
1320 > \Pi J^{ - 1}  + J^{ - 1} \Pi ^t  = 0 \\
1321 > Q^T Q = 1 \\
1322 > \end{array}
1323   \]
1324  
1325 + For a vector $v(v_1 ,v_2 ,v_3 ) \in R^3$ and a matrix $\hat v \in
1326 + so(3)^ \star$, the hat-map isomorphism,
1327 + \begin{equation}
1328 + v(v_1 ,v_2 ,v_3 ) \Leftrightarrow \hat v = \left(
1329 + {\begin{array}{*{20}c}
1330 +   0 & { - v_3 } & {v_2 }  \\
1331 +   {v_3 } & 0 & { - v_1 }  \\
1332 +   { - v_2 } & {v_1 } & 0  \\
1333 + \end{array}} \right),
1334 + \label{introEquation:hatmapIsomorphism}
1335 + \end{equation}
1336 + will let us associate the matrix products with traditional vector
1337 + operations
1338   \[
1339 < L(\ddot x) = p^2 L(x) - px(0) - \dot x(0)
1339 > \hat vu = v \times u
1340   \]
1341  
1342 + Using \ref{introEqaution:RBMotionPI}, one can construct a skew
1343 + matrix,
1344 + \begin{equation}
1345 + (\mathop \Pi \limits^ \bullet   - \mathop \Pi \limits^ \bullet  ^T
1346 + ){\rm{ }} = {\rm{ }}(\Pi  - \Pi ^T ){\rm{ }}(J^{ - 1} \Pi  + \Pi J^{
1347 + - 1} ) + \sum\limits_i {[Q^T F_i (r,Q)X_i^T  - X_i F_i (r,Q)^T Q]} -
1348 + (\Lambda  - \Lambda ^T ) . \label{introEquation:skewMatrixPI}
1349 + \end{equation}
1350 + Since $\Lambda$ is symmetric, the last term of Equation
1351 + \ref{introEquation:skewMatrixPI} is zero, which implies the Lagrange
1352 + multiplier $\Lambda$ is absent from the equations of motion. This
1353 + unique property eliminate the requirement of iterations which can
1354 + not be avoided in other methods\cite{}.
1355 +
1356 + Applying hat-map isomorphism, we obtain the equation of motion for
1357 + angular momentum on body frame
1358 + \begin{equation}
1359 + \dot \pi  = \pi  \times I^{ - 1} \pi  + \sum\limits_i {\left( {Q^T
1360 + F_i (r,Q)} \right) \times X_i }.
1361 + \label{introEquation:bodyAngularMotion}
1362 + \end{equation}
1363 + In the same manner, the equation of motion for rotation matrix is
1364 + given by
1365   \[
1366 < L\left( {\int_0^t {g(t - \tau )h(\tau )d\tau } } \right) = G(p)H(p)
1366 > \dot Q = Qskew(I^{ - 1} \pi )
1367   \]
1368  
1369 < Some relatively important transformation,
1369 > \subsection{\label{introSection:SymplecticFreeRB}Symplectic
1370 > Lie-Poisson Integrator for Free Rigid Body}
1371 >
1372 > If there is not external forces exerted on the rigid body, the only
1373 > contribution to the rotational is from the kinetic potential (the
1374 > first term of \ref{ introEquation:bodyAngularMotion}). The free
1375 > rigid body is an example of Lie-Poisson system with Hamiltonian
1376 > function
1377 > \begin{equation}
1378 > T^r (\pi ) = T_1 ^r (\pi _1 ) + T_2^r (\pi _2 ) + T_3^r (\pi _3 )
1379 > \label{introEquation:rotationalKineticRB}
1380 > \end{equation}
1381 > where $T_i^r (\pi _i ) = \frac{{\pi _i ^2 }}{{2I_i }}$ and
1382 > Lie-Poisson structure matrix,
1383 > \begin{equation}
1384 > J(\pi ) = \left( {\begin{array}{*{20}c}
1385 >   0 & {\pi _3 } & { - \pi _2 }  \\
1386 >   { - \pi _3 } & 0 & {\pi _1 }  \\
1387 >   {\pi _2 } & { - \pi _1 } & 0  \\
1388 > \end{array}} \right)
1389 > \end{equation}
1390 > Thus, the dynamics of free rigid body is governed by
1391 > \begin{equation}
1392 > \frac{d}{{dt}}\pi  = J(\pi )\nabla _\pi  T^r (\pi )
1393 > \end{equation}
1394 >
1395 > One may notice that each $T_i^r$ in Equation
1396 > \ref{introEquation:rotationalKineticRB} can be solved exactly. For
1397 > instance, the equations of motion due to $T_1^r$ are given by
1398 > \begin{equation}
1399 > \frac{d}{{dt}}\pi  = R_1 \pi ,\frac{d}{{dt}}Q = QR_1
1400 > \label{introEqaution:RBMotionSingleTerm}
1401 > \end{equation}
1402 > where
1403 > \[ R_1  = \left( {\begin{array}{*{20}c}
1404 >   0 & 0 & 0  \\
1405 >   0 & 0 & {\pi _1 }  \\
1406 >   0 & { - \pi _1 } & 0  \\
1407 > \end{array}} \right).
1408 > \]
1409 > The solutions of Equation \ref{introEqaution:RBMotionSingleTerm} is
1410   \[
1411 < L(\cos at) = \frac{p}{{p^2  + a^2 }}
1411 > \pi (\Delta t) = e^{\Delta tR_1 } \pi (0),Q(\Delta t) =
1412 > Q(0)e^{\Delta tR_1 }
1413   \]
1414 <
1414 > with
1415   \[
1416 < L(\sin at) = \frac{a}{{p^2  + a^2 }}
1416 > e^{\Delta tR_1 }  = \left( {\begin{array}{*{20}c}
1417 >   0 & 0 & 0  \\
1418 >   0 & {\cos \theta _1 } & {\sin \theta _1 }  \\
1419 >   0 & { - \sin \theta _1 } & {\cos \theta _1 }  \\
1420 > \end{array}} \right),\theta _1  = \frac{{\pi _1 }}{{I_1 }}\Delta t.
1421   \]
1422 + To reduce the cost of computing expensive functions in $e^{\Delta
1423 + tR_1 }$, we can use Cayley transformation,
1424 + \[
1425 + e^{\Delta tR_1 }  \approx (1 - \Delta tR_1 )^{ - 1} (1 + \Delta tR_1
1426 + )
1427 + \]
1428 + The flow maps for $T_2^r$ and $T_3^r$ can be found in the same
1429 + manner.
1430  
1431 + In order to construct a second-order symplectic method, we split the
1432 + angular kinetic Hamiltonian function can into five terms
1433   \[
1434 < L(1) = \frac{1}{p}
1434 > T^r (\pi ) = \frac{1}{2}T_1 ^r (\pi _1 ) + \frac{1}{2}T_2^r (\pi _2
1435 > ) + T_3^r (\pi _3 ) + \frac{1}{2}T_2^r (\pi _2 ) + \frac{1}{2}T_1 ^r
1436 > (\pi _1 )
1437 > \].
1438 > Concatenating flows corresponding to these five terms, we can obtain
1439 > an symplectic integrator,
1440 > \[
1441 > \varphi _{\Delta t,T^r }  = \varphi _{\Delta t/2,\pi _1 }  \circ
1442 > \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t,\pi _3 }
1443 > \circ \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t/2,\pi
1444 > _1 }.
1445   \]
1446  
1447 < First, the bath coordinates,
1447 > The non-canonical Lie-Poisson bracket ${F, G}$ of two function
1448 > $F(\pi )$ and $G(\pi )$ is defined by
1449   \[
1450 < p^2 L(x_\alpha  ) - px_\alpha  (0) - \dot x_\alpha  (0) =  - \omega
1451 < _\alpha ^2 L(x_\alpha  ) + \frac{{g_\alpha  }}{{\omega _\alpha
1064 < }}L(x)
1450 > \{ F,G\} (\pi ) = [\nabla _\pi  F(\pi )]^T J(\pi )\nabla _\pi  G(\pi
1451 > )
1452   \]
1453 + If the Poisson bracket of a function $F$ with an arbitrary smooth
1454 + function $G$ is zero, $F$ is a \emph{Casimir}, which is the
1455 + conserved quantity in Poisson system. We can easily verify that the
1456 + norm of the angular momentum, $\parallel \pi
1457 + \parallel$, is a \emph{Casimir}. Let$ F(\pi ) = S(\frac{{\parallel
1458 + \pi \parallel ^2 }}{2})$ for an arbitrary function $ S:R \to R$ ,
1459 + then by the chain rule
1460   \[
1461 < L(x_\alpha  ) = \frac{{\frac{{g_\alpha  }}{{\omega _\alpha  }}L(x) +
1462 < px_\alpha  (0) + \dot x_\alpha  (0)}}{{p^2  + \omega _\alpha ^2 }}
1461 > \nabla _\pi  F(\pi ) = S'(\frac{{\parallel \pi \parallel ^2
1462 > }}{2})\pi
1463   \]
1464 < Then, the system coordinates,
1465 < \begin{align}
1466 < mL(\ddot x) &=  - \frac{1}{p}\frac{{\partial W(x)}}{{\partial x}} -
1467 < \sum\limits_{\alpha  = 1}^N {\left\{ {\frac{{\frac{{g_\alpha
1468 < }}{{\omega _\alpha  }}L(x) + px_\alpha  (0) + \dot x_\alpha
1075 < (0)}}{{p^2  + \omega _\alpha ^2 }} - \frac{{g_\alpha ^2 }}{{m_\alpha
1076 < }}\omega _\alpha ^2 L(x)} \right\}}
1077 < %
1078 < &= - \frac{1}{p}\frac{{\partial W(x)}}{{\partial x}} -
1079 < \sum\limits_{\alpha  = 1}^N {\left\{ { - \frac{{g_\alpha ^2 }}{{m_\alpha  \omega _\alpha ^2 }}\frac{p}{{p^2  + \omega _\alpha ^2 }}pL(x)
1080 < - \frac{p}{{p^2  + \omega _\alpha ^2 }}g_\alpha  x_\alpha  (0)
1081 < - \frac{1}{{p^2  + \omega _\alpha ^2 }}g_\alpha  \dot x_\alpha  (0)} \right\}}
1082 < \end{align}
1083 < Then, the inverse transform,
1464 > Thus $ [\nabla _\pi  F(\pi )]^T J(\pi ) =  - S'(\frac{{\parallel \pi
1465 > \parallel ^2 }}{2})\pi  \times \pi  = 0 $. This explicit
1466 > Lie-Poisson integrator is found to be extremely efficient and stable
1467 > which can be explained by the fact the small angle approximation is
1468 > used and the norm of the angular momentum is conserved.
1469  
1470 + \subsection{\label{introSection:RBHamiltonianSplitting} Hamiltonian
1471 + Splitting for Rigid Body}
1472 +
1473 + The Hamiltonian of rigid body can be separated in terms of kinetic
1474 + energy and potential energy,
1475 + \[
1476 + H = T(p,\pi ) + V(q,Q)
1477 + \]
1478 + The equations of motion corresponding to potential energy and
1479 + kinetic energy are listed in the below table,
1480 + \begin{center}
1481 + \begin{tabular}{|l|l|}
1482 +  \hline
1483 +  % after \\: \hline or \cline{col1-col2} \cline{col3-col4} ...
1484 +  Potential & Kinetic \\
1485 +  $\frac{{dq}}{{dt}} = \frac{p}{m}$ & $\frac{d}{{dt}}q = p$ \\
1486 +  $\frac{d}{{dt}}p =  - \frac{{\partial V}}{{\partial q}}$ & $ \frac{d}{{dt}}p = 0$ \\
1487 +  $\frac{d}{{dt}}Q = 0$ & $ \frac{d}{{dt}}Q = Qskew(I^{ - 1} j)$ \\
1488 +  $ \frac{d}{{dt}}\pi  = \sum\limits_i {\left( {Q^T F_i (r,Q)} \right) \times X_i }$ & $\frac{d}{{dt}}\pi  = \pi  \times I^{ - 1} \pi$\\
1489 +  \hline
1490 + \end{tabular}
1491 + \end{center}
1492 + A second-order symplectic method is now obtained by the composition
1493 + of the flow maps,
1494 + \[
1495 + \varphi _{\Delta t}  = \varphi _{\Delta t/2,V}  \circ \varphi
1496 + _{\Delta t,T}  \circ \varphi _{\Delta t/2,V}.
1497 + \]
1498 + Moreover, $\varphi _{\Delta t/2,V}$ can be divided into two
1499 + sub-flows which corresponding to force and torque respectively,
1500 + \[
1501 + \varphi _{\Delta t/2,V}  = \varphi _{\Delta t/2,F}  \circ \varphi
1502 + _{\Delta t/2,\tau }.
1503 + \]
1504 + Since the associated operators of $\varphi _{\Delta t/2,F} $ and
1505 + $\circ \varphi _{\Delta t/2,\tau }$ are commuted, the composition
1506 + order inside $\varphi _{\Delta t/2,V}$ does not matter.
1507 +
1508 + Furthermore, kinetic potential can be separated to translational
1509 + kinetic term, $T^t (p)$, and rotational kinetic term, $T^r (\pi )$,
1510 + \begin{equation}
1511 + T(p,\pi ) =T^t (p) + T^r (\pi ).
1512 + \end{equation}
1513 + where $ T^t (p) = \frac{1}{2}p^T m^{ - 1} p $ and $T^r (\pi )$ is
1514 + defined by \ref{introEquation:rotationalKineticRB}. Therefore, the
1515 + corresponding flow maps are given by
1516 + \[
1517 + \varphi _{\Delta t,T}  = \varphi _{\Delta t,T^t }  \circ \varphi
1518 + _{\Delta t,T^r }.
1519 + \]
1520 + Finally, we obtain the overall symplectic flow maps for free moving
1521 + rigid body
1522 + \begin{equation}
1523 + \begin{array}{c}
1524 + \varphi _{\Delta t}  = \varphi _{\Delta t/2,F}  \circ \varphi _{\Delta t/2,\tau }  \\
1525 +  \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 }  \\
1526 +  \circ \varphi _{\Delta t/2,\tau }  \circ \varphi _{\Delta t/2,F}  .\\
1527 + \end{array}
1528 + \label{introEquation:overallRBFlowMaps}
1529 + \end{equation}
1530 +
1531 + \section{\label{introSection:langevinDynamics}Langevin Dynamics}
1532 + As an alternative to newtonian dynamics, Langevin dynamics, which
1533 + mimics a simple heat bath with stochastic and dissipative forces,
1534 + has been applied in a variety of studies. This section will review
1535 + the theory of Langevin dynamics simulation. A brief derivation of
1536 + generalized Langevin equation will be given first. Follow that, we
1537 + will discuss the physical meaning of the terms appearing in the
1538 + equation as well as the calculation of friction tensor from
1539 + hydrodynamics theory.
1540 +
1541 + \subsection{\label{introSection:generalizedLangevinDynamics}Derivation of Generalized Langevin Equation}
1542 +
1543 + Harmonic bath model, in which an effective set of harmonic
1544 + oscillators are used to mimic the effect of a linearly responding
1545 + environment, has been widely used in quantum chemistry and
1546 + statistical mechanics. One of the successful applications of
1547 + Harmonic bath model is the derivation of Deriving Generalized
1548 + Langevin Dynamics. Lets consider a system, in which the degree of
1549 + freedom $x$ is assumed to couple to the bath linearly, giving a
1550 + Hamiltonian of the form
1551 + \begin{equation}
1552 + H = \frac{{p^2 }}{{2m}} + U(x) + H_B  + \Delta U(x,x_1 , \ldots x_N)
1553 + \label{introEquation:bathGLE}.
1554 + \end{equation}
1555 + Here $p$ is a momentum conjugate to $q$, $m$ is the mass associated
1556 + with this degree of freedom, $H_B$ is harmonic bath Hamiltonian,
1557 + \[
1558 + H_B  = \sum\limits_{\alpha  = 1}^N {\left\{ {\frac{{p_\alpha ^2
1559 + }}{{2m_\alpha  }} + \frac{1}{2}m_\alpha  \omega _\alpha ^2 }
1560 + \right\}}
1561 + \]
1562 + where the index $\alpha$ runs over all the bath degrees of freedom,
1563 + $\omega _\alpha$ are the harmonic bath frequencies, $m_\alpha$ are
1564 + the harmonic bath masses, and $\Delta U$ is bilinear system-bath
1565 + coupling,
1566 + \[
1567 + \Delta U =  - \sum\limits_{\alpha  = 1}^N {g_\alpha  x_\alpha  x}
1568 + \]
1569 + where $g_\alpha$ are the coupling constants between the bath and the
1570 + coordinate $x$. Introducing
1571 + \[
1572 + W(x) = U(x) - \sum\limits_{\alpha  = 1}^N {\frac{{g_\alpha ^2
1573 + }}{{2m_\alpha  w_\alpha ^2 }}} x^2
1574 + \] and combining the last two terms in Equation
1575 + \ref{introEquation:bathGLE}, we may rewrite the Harmonic bath
1576 + Hamiltonian as
1577 + \[
1578 + H = \frac{{p^2 }}{{2m}} + W(x) + \sum\limits_{\alpha  = 1}^N
1579 + {\left\{ {\frac{{p_\alpha ^2 }}{{2m_\alpha  }} + \frac{1}{2}m_\alpha
1580 + w_\alpha ^2 \left( {x_\alpha   - \frac{{g_\alpha  }}{{m_\alpha
1581 + w_\alpha ^2 }}x} \right)^2 } \right\}}
1582 + \]
1583 + Since the first two terms of the new Hamiltonian depend only on the
1584 + system coordinates, we can get the equations of motion for
1585 + Generalized Langevin Dynamics by Hamilton's equations
1586 + \ref{introEquation:motionHamiltonianCoordinate,
1587 + introEquation:motionHamiltonianMomentum},
1588 + \begin{equation}
1589 + m\ddot x =  - \frac{{\partial W(x)}}{{\partial x}} -
1590 + \sum\limits_{\alpha  = 1}^N {g_\alpha  \left( {x_\alpha   -
1591 + \frac{{g_\alpha  }}{{m_\alpha  w_\alpha ^2 }}x} \right)},
1592 + \label{introEquation:coorMotionGLE}
1593 + \end{equation}
1594 + and
1595 + \begin{equation}
1596 + m\ddot x_\alpha   =  - m_\alpha  w_\alpha ^2 \left( {x_\alpha   -
1597 + \frac{{g_\alpha  }}{{m_\alpha  w_\alpha ^2 }}x} \right).
1598 + \label{introEquation:bathMotionGLE}
1599 + \end{equation}
1600 +
1601 + In order to derive an equation for $x$, the dynamics of the bath
1602 + variables $x_\alpha$ must be solved exactly first. As an integral
1603 + transform which is particularly useful in solving linear ordinary
1604 + differential equations, Laplace transform is the appropriate tool to
1605 + solve this problem. The basic idea is to transform the difficult
1606 + differential equations into simple algebra problems which can be
1607 + solved easily. Then applying inverse Laplace transform, also known
1608 + as the Bromwich integral, we can retrieve the solutions of the
1609 + original problems.
1610 +
1611 + Let $f(t)$ be a function defined on $ [0,\infty ) $. The Laplace
1612 + transform of f(t) is a new function defined as
1613 + \[
1614 + L(f(t)) \equiv F(p) = \int_0^\infty  {f(t)e^{ - pt} dt}
1615 + \]
1616 + where  $p$ is real and  $L$ is called the Laplace Transform
1617 + Operator. Below are some important properties of Laplace transform
1618 + \begin{equation}
1619 + \begin{array}{c}
1620 + L(x + y) = L(x) + L(y) \\
1621 + L(ax) = aL(x) \\
1622 + L(\dot x) = pL(x) - px(0) \\
1623 + L(\ddot x) = p^2 L(x) - px(0) - \dot x(0) \\
1624 + L\left( {\int_0^t {g(t - \tau )h(\tau )d\tau } } \right) = G(p)H(p) \\
1625 + \end{array}
1626 + \end{equation}
1627 +
1628 + Applying Laplace transform to the bath coordinates, we obtain
1629 + \[
1630 + \begin{array}{c}
1631 + p^2 L(x_\alpha  ) - px_\alpha  (0) - \dot x_\alpha  (0) =  - \omega _\alpha ^2 L(x_\alpha  ) + \frac{{g_\alpha  }}{{\omega _\alpha  }}L(x) \\
1632 + L(x_\alpha  ) = \frac{{\frac{{g_\alpha  }}{{\omega _\alpha  }}L(x) + px_\alpha  (0) + \dot x_\alpha  (0)}}{{p^2  + \omega _\alpha ^2 }} \\
1633 + \end{array}
1634 + \]
1635 + By the same way, the system coordinates become
1636 + \[
1637 + \begin{array}{c}
1638 + mL(\ddot x) =  - \frac{1}{p}\frac{{\partial W(x)}}{{\partial x}} \\
1639 +  - \sum\limits_{\alpha  = 1}^N {\left\{ { - \frac{{g_\alpha ^2 }}{{m_\alpha  \omega _\alpha ^2 }}\frac{p}{{p^2  + \omega _\alpha ^2 }}pL(x) - \frac{p}{{p^2  + \omega _\alpha ^2 }}g_\alpha  x_\alpha  (0) - \frac{1}{{p^2  + \omega _\alpha ^2 }}g_\alpha  \dot x_\alpha  (0)} \right\}}  \\
1640 + \end{array}
1641 + \]
1642 +
1643 + With the help of some relatively important inverse Laplace
1644 + transformations:
1645 + \[
1646 + \begin{array}{c}
1647 + L(\cos at) = \frac{p}{{p^2  + a^2 }} \\
1648 + L(\sin at) = \frac{a}{{p^2  + a^2 }} \\
1649 + L(1) = \frac{1}{p} \\
1650 + \end{array}
1651 + \]
1652 + , we obtain
1653   \begin{align}
1654   m\ddot x &=  - \frac{{\partial W(x)}}{{\partial x}} -
1655   \sum\limits_{\alpha  = 1}^N {\left\{ {\left( { - \frac{{g_\alpha ^2
# Line 1101 | Line 1669 | t)\dot x(t - \tau )d} \tau }  + \sum\limits_{\alpha  =
1669   (\omega _\alpha  t)} \right\}}
1670   \end{align}
1671  
1672 + Introducing a \emph{dynamic friction kernel}
1673   \begin{equation}
1674 + \xi (t) = \sum\limits_{\alpha  = 1}^N {\left( { - \frac{{g_\alpha ^2
1675 + }}{{m_\alpha  \omega _\alpha ^2 }}} \right)\cos (\omega _\alpha  t)}
1676 + \label{introEquation:dynamicFrictionKernelDefinition}
1677 + \end{equation}
1678 + and \emph{a random force}
1679 + \begin{equation}
1680 + R(t) = \sum\limits_{\alpha  = 1}^N {\left( {g_\alpha  x_\alpha  (0)
1681 + - \frac{{g_\alpha ^2 }}{{m_\alpha  \omega _\alpha ^2 }}x(0)}
1682 + \right)\cos (\omega _\alpha  t)}  + \frac{{\dot x_\alpha
1683 + (0)}}{{\omega _\alpha  }}\sin (\omega _\alpha  t),
1684 + \label{introEquation:randomForceDefinition}
1685 + \end{equation}
1686 + the equation of motion can be rewritten as
1687 + \begin{equation}
1688   m\ddot x =  - \frac{{\partial W}}{{\partial x}} - \int_0^t {\xi
1689   (t)\dot x(t - \tau )d\tau }  + R(t)
1690   \label{introEuqation:GeneralizedLangevinDynamics}
1691   \end{equation}
1692 < %where $ {\xi (t)}$ is friction kernel, $R(t)$ is random force and
1693 < %$W$ is the potential of mean force. $W(x) =  - kT\ln p(x)$
1692 > which is known as the \emph{generalized Langevin equation}.
1693 >
1694 > \subsubsection{\label{introSection:randomForceDynamicFrictionKernel}Random Force and Dynamic Friction Kernel}
1695 >
1696 > One may notice that $R(t)$ depends only on initial conditions, which
1697 > implies it is completely deterministic within the context of a
1698 > harmonic bath. However, it is easy to verify that $R(t)$ is totally
1699 > uncorrelated to $x$ and $\dot x$,
1700   \[
1701 < \xi (t) = \sum\limits_{\alpha  = 1}^N {\left( { - \frac{{g_\alpha ^2
1702 < }}{{m_\alpha  \omega _\alpha ^2 }}} \right)\cos (\omega _\alpha  t)}
1701 > \begin{array}{l}
1702 > \left\langle {x(t)R(t)} \right\rangle  = 0, \\
1703 > \left\langle {\dot x(t)R(t)} \right\rangle  = 0. \\
1704 > \end{array}
1705   \]
1706 < For an infinite harmonic bath, we can use the spectral density and
1707 < an integral over frequencies.
1706 > This property is what we expect from a truly random process. As long
1707 > as the model, which is gaussian distribution in general, chosen for
1708 > $R(t)$ is a truly random process, the stochastic nature of the GLE
1709 > still remains.
1710  
1711 + %dynamic friction kernel
1712 + The convolution integral
1713   \[
1714 < R(t) = \sum\limits_{\alpha  = 1}^N {\left( {g_\alpha  x_\alpha  (0)
1120 < - \frac{{g_\alpha ^2 }}{{m_\alpha  \omega _\alpha ^2 }}x(0)}
1121 < \right)\cos (\omega _\alpha  t)}  + \frac{{\dot x_\alpha
1122 < (0)}}{{\omega _\alpha  }}\sin (\omega _\alpha  t)
1714 > \int_0^t {\xi (t)\dot x(t - \tau )d\tau }
1715   \]
1716 < The random forces depend only on initial conditions.
1716 > depends on the entire history of the evolution of $x$, which implies
1717 > that the bath retains memory of previous motions. In other words,
1718 > the bath requires a finite time to respond to change in the motion
1719 > of the system. For a sluggish bath which responds slowly to changes
1720 > in the system coordinate, we may regard $\xi(t)$ as a constant
1721 > $\xi(t) = \Xi_0$. Hence, the convolution integral becomes
1722 > \[
1723 > \int_0^t {\xi (t)\dot x(t - \tau )d\tau }  = \xi _0 (x(t) - x(0))
1724 > \]
1725 > and Equation \ref{introEuqation:GeneralizedLangevinDynamics} becomes
1726 > \[
1727 > m\ddot x =  - \frac{\partial }{{\partial x}}\left( {W(x) +
1728 > \frac{1}{2}\xi _0 (x - x_0 )^2 } \right) + R(t),
1729 > \]
1730 > which can be used to describe dynamic caging effect. The other
1731 > extreme is the bath that responds infinitely quickly to motions in
1732 > the system. Thus, $\xi (t)$ can be taken as a $delta$ function in
1733 > time:
1734 > \[
1735 > \xi (t) = 2\xi _0 \delta (t)
1736 > \]
1737 > Hence, the convolution integral becomes
1738 > \[
1739 > \int_0^t {\xi (t)\dot x(t - \tau )d\tau }  = 2\xi _0 \int_0^t
1740 > {\delta (t)\dot x(t - \tau )d\tau }  = \xi _0 \dot x(t),
1741 > \]
1742 > and Equation \ref{introEuqation:GeneralizedLangevinDynamics} becomes
1743 > \begin{equation}
1744 > m\ddot x =  - \frac{{\partial W(x)}}{{\partial x}} - \xi _0 \dot
1745 > x(t) + R(t) \label{introEquation:LangevinEquation}
1746 > \end{equation}
1747 > which is known as the Langevin equation. The static friction
1748 > coefficient $\xi _0$ can either be calculated from spectral density
1749 > or be determined by Stokes' law for regular shaped particles.A
1750 > briefly review on calculating friction tensor for arbitrary shaped
1751 > particles is given in Sec.~\ref{introSection:frictionTensor}.
1752  
1753   \subsubsection{\label{introSection:secondFluctuationDissipation}The Second Fluctuation Dissipation Theorem}
1754 < So we can define a new set of coordinates,
1754 >
1755 > Defining a new set of coordinates,
1756   \[
1757   q_\alpha  (t) = x_\alpha  (t) - \frac{1}{{m_\alpha  \omega _\alpha
1758   ^2 }}x(0)
1759 < \]
1760 < This makes
1759 > \],
1760 > we can rewrite $R(T)$ as
1761   \[
1762 < R(t) = \sum\limits_{\alpha  = 1}^N {g_\alpha  q_\alpha  (t)}
1762 > R(t) = \sum\limits_{\alpha  = 1}^N {g_\alpha  q_\alpha  (t)}.
1763   \]
1764   And since the $q$ coordinates are harmonic oscillators,
1765   \[
1766 < \begin{array}{l}
1766 > \begin{array}{c}
1767 > \left\langle {q_\alpha ^2 } \right\rangle  = \frac{{kT}}{{m_\alpha  \omega _\alpha ^2 }} \\
1768   \left\langle {q_\alpha  (t)q_\alpha  (0)} \right\rangle  = \left\langle {q_\alpha ^2 (0)} \right\rangle \cos (\omega _\alpha  t) \\
1769   \left\langle {q_\alpha  (t)q_\beta  (0)} \right\rangle  = \delta _{\alpha \beta } \left\langle {q_\alpha  (t)q_\alpha  (0)} \right\rangle  \\
1770 + \left\langle {R(t)R(0)} \right\rangle  = \sum\limits_\alpha  {\sum\limits_\beta  {g_\alpha  g_\beta  \left\langle {q_\alpha  (t)q_\beta  (0)} \right\rangle } }  \\
1771 +  = \sum\limits_\alpha  {g_\alpha ^2 \left\langle {q_\alpha ^2 (0)} \right\rangle \cos (\omega _\alpha  t)}  \\
1772 +  = kT\xi (t) \\
1773   \end{array}
1774   \]
1775 <
1144 < \begin{align}
1145 < \left\langle {R(t)R(0)} \right\rangle  &= \sum\limits_\alpha
1146 < {\sum\limits_\beta  {g_\alpha  g_\beta  \left\langle {q_\alpha
1147 < (t)q_\beta  (0)} \right\rangle } }
1148 < %
1149 < &= \sum\limits_\alpha  {g_\alpha ^2 \left\langle {q_\alpha ^2 (0)}
1150 < \right\rangle \cos (\omega _\alpha  t)}
1151 < %
1152 < &= kT\xi (t)
1153 < \end{align}
1154 <
1775 > Thus, we recover the \emph{second fluctuation dissipation theorem}
1776   \begin{equation}
1777   \xi (t) = \left\langle {R(t)R(0)} \right\rangle
1778 < \label{introEquation:secondFluctuationDissipation}
1778 > \label{introEquation:secondFluctuationDissipation}.
1779   \end{equation}
1780 + In effect, it acts as a constraint on the possible ways in which one
1781 + can model the random force and friction kernel.
1782  
1160 \section{\label{introSection:hydroynamics}Hydrodynamics}
1161
1783   \subsection{\label{introSection:frictionTensor} Friction Tensor}
1784 < \subsection{\label{introSection:analyticalApproach}Analytical
1785 < Approach}
1784 > Theoretically, the friction kernel can be determined using velocity
1785 > autocorrelation function. However, this approach become impractical
1786 > when the system become more and more complicate. Instead, various
1787 > approaches based on hydrodynamics have been developed to calculate
1788 > the friction coefficients. The friction effect is isotropic in
1789 > Equation, \zeta can be taken as a scalar. In general, friction
1790 > tensor \Xi is a $6\times 6$ matrix given by
1791 > \[
1792 > \Xi  = \left( {\begin{array}{*{20}c}
1793 >   {\Xi _{}^{tt} } & {\Xi _{}^{rt} }  \\
1794 >   {\Xi _{}^{tr} } & {\Xi _{}^{rr} }  \\
1795 > \end{array}} \right).
1796 > \]
1797 > Here, $ {\Xi^{tt} }$ and $ {\Xi^{rr} }$ are translational friction
1798 > tensor and rotational resistance (friction) tensor respectively,
1799 > while ${\Xi^{tr} }$ is translation-rotation coupling tensor and $
1800 > {\Xi^{rt} }$ is rotation-translation coupling tensor. When a
1801 > particle moves in a fluid, it may experience friction force or
1802 > torque along the opposite direction of the velocity or angular
1803 > velocity,
1804 > \[
1805 > \left( \begin{array}{l}
1806 > F_R  \\
1807 > \tau _R  \\
1808 > \end{array} \right) =  - \left( {\begin{array}{*{20}c}
1809 >   {\Xi ^{tt} } & {\Xi ^{rt} }  \\
1810 >   {\Xi ^{tr} } & {\Xi ^{rr} }  \\
1811 > \end{array}} \right)\left( \begin{array}{l}
1812 > v \\
1813 > w \\
1814 > \end{array} \right)
1815 > \]
1816 > where $F_r$ is the friction force and $\tau _R$ is the friction
1817 > toque.
1818  
1819 < \subsection{\label{introSection:approximationApproach}Approximation
1167 < Approach}
1819 > \subsubsection{\label{introSection:resistanceTensorRegular}The Resistance Tensor for Regular Shape}
1820  
1821 < \subsection{\label{introSection:centersRigidBody}Centers of Rigid
1822 < Body}
1821 > For a spherical particle, the translational and rotational friction
1822 > constant can be calculated from Stoke's law,
1823 > \[
1824 > \Xi ^{tt}  = \left( {\begin{array}{*{20}c}
1825 >   {6\pi \eta R} & 0 & 0  \\
1826 >   0 & {6\pi \eta R} & 0  \\
1827 >   0 & 0 & {6\pi \eta R}  \\
1828 > \end{array}} \right)
1829 > \]
1830 > and
1831 > \[
1832 > \Xi ^{rr}  = \left( {\begin{array}{*{20}c}
1833 >   {8\pi \eta R^3 } & 0 & 0  \\
1834 >   0 & {8\pi \eta R^3 } & 0  \\
1835 >   0 & 0 & {8\pi \eta R^3 }  \\
1836 > \end{array}} \right)
1837 > \]
1838 > where $\eta$ is the viscosity of the solvent and $R$ is the
1839 > hydrodynamics radius.
1840 >
1841 > Other non-spherical shape, such as cylinder and ellipsoid
1842 > \textit{etc}, are widely used as reference for developing new
1843 > hydrodynamics theory, because their properties can be calculated
1844 > exactly. In 1936, Perrin extended Stokes's law to general ellipsoid,
1845 > also called a triaxial ellipsoid, which is given in Cartesian
1846 > coordinates by
1847 > \[
1848 > \frac{{x^2 }}{{a^2 }} + \frac{{y^2 }}{{b^2 }} + \frac{{z^2 }}{{c^2
1849 > }} = 1
1850 > \]
1851 > where the semi-axes are of lengths $a$, $b$, and $c$. Unfortunately,
1852 > due to the complexity of the elliptic integral, only the ellipsoid
1853 > with the restriction of two axes having to be equal, \textit{i.e.}
1854 > prolate($ a \ge b = c$) and oblate ($ a < b = c $), can be solved
1855 > exactly. Introducing an elliptic integral parameter $S$ for prolate,
1856 > \[
1857 > S = \frac{2}{{\sqrt {a^2  - b^2 } }}\ln \frac{{a + \sqrt {a^2  - b^2
1858 > } }}{b},
1859 > \]
1860 > and oblate,
1861 > \[
1862 > S = \frac{2}{{\sqrt {b^2  - a^2 } }}arctg\frac{{\sqrt {b^2  - a^2 }
1863 > }}{a}
1864 > \],
1865 > one can write down the translational and rotational resistance
1866 > tensors
1867 > \[
1868 > \begin{array}{l}
1869 > \Xi _a^{tt}  = 16\pi \eta \frac{{a^2  - b^2 }}{{(2a^2  - b^2 )S - 2a}} \\
1870 > \Xi _b^{tt}  = \Xi _c^{tt}  = 32\pi \eta \frac{{a^2  - b^2 }}{{(2a^2  - 3b^2 )S + 2a}} \\
1871 > \end{array},
1872 > \]
1873 > and
1874 > \[
1875 > \begin{array}{l}
1876 > \Xi _a^{rr}  = \frac{{32\pi }}{3}\eta \frac{{(a^2  - b^2 )b^2 }}{{2a - b^2 S}} \\
1877 > \Xi _b^{rr}  = \Xi _c^{rr}  = \frac{{32\pi }}{3}\eta \frac{{(a^4  - b^4 )}}{{(2a^2  - b^2 )S - 2a}} \\
1878 > \end{array}.
1879 > \]
1880 >
1881 > \subsubsection{\label{introSection:resistanceTensorRegularArbitrary}The Resistance Tensor for Arbitrary Shape}
1882 >
1883 > Unlike spherical and other regular shaped molecules, there is not
1884 > analytical solution for friction tensor of any arbitrary shaped
1885 > rigid molecules. The ellipsoid of revolution model and general
1886 > triaxial ellipsoid model have been used to approximate the
1887 > hydrodynamic properties of rigid bodies. However, since the mapping
1888 > from all possible ellipsoidal space, $r$-space, to all possible
1889 > combination of rotational diffusion coefficients, $D$-space is not
1890 > unique\cite{Wegener79} as well as the intrinsic coupling between
1891 > translational and rotational motion of rigid body\cite{}, general
1892 > ellipsoid is not always suitable for modeling arbitrarily shaped
1893 > rigid molecule. A number of studies have been devoted to determine
1894 > the friction tensor for irregularly shaped rigid bodies using more
1895 > advanced method\cite{} where the molecule of interest was modeled by
1896 > combinations of spheres(beads)\cite{} and the hydrodynamics
1897 > properties of the molecule can be calculated using the hydrodynamic
1898 > interaction tensor. Let us consider a rigid assembly of $N$ beads
1899 > immersed in a continuous medium. Due to hydrodynamics interaction,
1900 > the ``net'' velocity of $i$th bead, $v'_i$ is different than its
1901 > unperturbed velocity $v_i$,
1902 > \[
1903 > v'_i  = v_i  - \sum\limits_{j \ne i} {T_{ij} F_j }
1904 > \]
1905 > where $F_i$ is the frictional force, and $T_{ij}$ is the
1906 > hydrodynamic interaction tensor. The friction force of $i$th bead is
1907 > proportional to its ``net'' velocity
1908 > \begin{equation}
1909 > F_i  = \zeta _i v_i  - \zeta _i \sum\limits_{j \ne i} {T_{ij} F_j }.
1910 > \label{introEquation:tensorExpression}
1911 > \end{equation}
1912 > This equation is the basis for deriving the hydrodynamic tensor. In
1913 > 1930, Oseen and Burgers gave a simple solution to Equation
1914 > \ref{introEquation:tensorExpression}
1915 > \begin{equation}
1916 > T_{ij}  = \frac{1}{{8\pi \eta r_{ij} }}\left( {I + \frac{{R_{ij}
1917 > R_{ij}^T }}{{R_{ij}^2 }}} \right).
1918 > \label{introEquation:oseenTensor}
1919 > \end{equation}
1920 > Here $R_{ij}$ is the distance vector between bead $i$ and bead $j$.
1921 > A second order expression for element of different size was
1922 > introduced by Rotne and Prager\cite{} and improved by Garc\'{i}a de
1923 > la Torre and Bloomfield,
1924 > \begin{equation}
1925 > T_{ij}  = \frac{1}{{8\pi \eta R_{ij} }}\left[ {\left( {I +
1926 > \frac{{R_{ij} R_{ij}^T }}{{R_{ij}^2 }}} \right) + R\frac{{\sigma
1927 > _i^2  + \sigma _j^2 }}{{r_{ij}^2 }}\left( {\frac{I}{3} -
1928 > \frac{{R_{ij} R_{ij}^T }}{{R_{ij}^2 }}} \right)} \right].
1929 > \label{introEquation:RPTensorNonOverlapped}
1930 > \end{equation}
1931 > Both of the Equation \ref{introEquation:oseenTensor} and Equation
1932 > \ref{introEquation:RPTensorNonOverlapped} have an assumption $R_{ij}
1933 > \ge \sigma _i  + \sigma _j$. An alternative expression for
1934 > overlapping beads with the same radius, $\sigma$, is given by
1935 > \begin{equation}
1936 > T_{ij}  = \frac{1}{{6\pi \eta R_{ij} }}\left[ {\left( {1 -
1937 > \frac{2}{{32}}\frac{{R_{ij} }}{\sigma }} \right)I +
1938 > \frac{2}{{32}}\frac{{R_{ij} R_{ij}^T }}{{R_{ij} \sigma }}} \right]
1939 > \label{introEquation:RPTensorOverlapped}
1940 > \end{equation}
1941 >
1942 > To calculate the resistance tensor at an arbitrary origin $O$, we
1943 > construct a $3N \times 3N$ matrix consisting of $N \times N$
1944 > $B_{ij}$ blocks
1945 > \begin{equation}
1946 > B = \left( {\begin{array}{*{20}c}
1947 >   {B_{11} } &  \ldots  & {B_{1N} }  \\
1948 >    \vdots  &  \ddots  &  \vdots   \\
1949 >   {B_{N1} } &  \cdots  & {B_{NN} }  \\
1950 > \end{array}} \right),
1951 > \end{equation}
1952 > where $B_{ij}$ is given by
1953 > \[
1954 > B_{ij}  = \delta _{ij} \frac{I}{{6\pi \eta R}} + (1 - \delta _{ij}
1955 > )T_{ij}
1956 > \]
1957 > where $\delta _{ij}$ is Kronecker delta function. Inverting matrix
1958 > $B$, we obtain
1959 >
1960 > \[
1961 > C = B^{ - 1}  = \left( {\begin{array}{*{20}c}
1962 >   {C_{11} } &  \ldots  & {C_{1N} }  \\
1963 >    \vdots  &  \ddots  &  \vdots   \\
1964 >   {C_{N1} } &  \cdots  & {C_{NN} }  \\
1965 > \end{array}} \right)
1966 > \]
1967 > , which can be partitioned into $N \times N$ $3 \times 3$ block
1968 > $C_{ij}$. With the help of $C_{ij}$ and skew matrix $U_i$
1969 > \[
1970 > U_i  = \left( {\begin{array}{*{20}c}
1971 >   0 & { - z_i } & {y_i }  \\
1972 >   {z_i } & 0 & { - x_i }  \\
1973 >   { - y_i } & {x_i } & 0  \\
1974 > \end{array}} \right)
1975 > \]
1976 > where $x_i$, $y_i$, $z_i$ are the components of the vector joining
1977 > bead $i$ and origin $O$. Hence, the elements of resistance tensor at
1978 > arbitrary origin $O$ can be written as
1979 > \begin{equation}
1980 > \begin{array}{l}
1981 > \Xi _{}^{tt}  = \sum\limits_i {\sum\limits_j {C_{ij} } } , \\
1982 > \Xi _{}^{tr}  = \Xi _{}^{rt}  = \sum\limits_i {\sum\limits_j {U_i C_{ij} } } , \\
1983 > \Xi _{}^{rr}  =  - \sum\limits_i {\sum\limits_j {U_i C_{ij} } } U_j  \\
1984 > \end{array}
1985 > \label{introEquation:ResistanceTensorArbitraryOrigin}
1986 > \end{equation}
1987 >
1988 > The resistance tensor depends on the origin to which they refer. The
1989 > proper location for applying friction force is the center of
1990 > resistance (reaction), at which the trace of rotational resistance
1991 > tensor, $ \Xi ^{rr}$ reaches minimum. Mathematically, the center of
1992 > resistance is defined as an unique point of the rigid body at which
1993 > the translation-rotation coupling tensor are symmetric,
1994 > \begin{equation}
1995 > \Xi^{tr}  = \left( {\Xi^{tr} } \right)^T
1996 > \label{introEquation:definitionCR}
1997 > \end{equation}
1998 > Form Equation \ref{introEquation:ResistanceTensorArbitraryOrigin},
1999 > we can easily find out that the translational resistance tensor is
2000 > origin independent, while the rotational resistance tensor and
2001 > translation-rotation coupling resistance tensor depend on the
2002 > origin. Given resistance tensor at an arbitrary origin $O$, and a
2003 > vector ,$r_{OP}(x_{OP}, y_{OP}, z_{OP})$, from $O$ to $P$, we can
2004 > obtain the resistance tensor at $P$ by
2005 > \begin{equation}
2006 > \begin{array}{l}
2007 > \Xi _P^{tt}  = \Xi _O^{tt}  \\
2008 > \Xi _P^{tr}  = \Xi _P^{rt}  = \Xi _O^{tr}  - U_{OP} \Xi _O^{tt}  \\
2009 > \Xi _P^{rr}  = \Xi _O^{rr}  - U_{OP} \Xi _O^{tt} U_{OP}  + \Xi _O^{tr} U_{OP}  - U_{OP} \Xi _O^{tr} ^{^T }  \\
2010 > \end{array}
2011 > \label{introEquation:resistanceTensorTransformation}
2012 > \end{equation}
2013 > where
2014 > \[
2015 > U_{OP}  = \left( {\begin{array}{*{20}c}
2016 >   0 & { - z_{OP} } & {y_{OP} }  \\
2017 >   {z_i } & 0 & { - x_{OP} }  \\
2018 >   { - y_{OP} } & {x_{OP} } & 0  \\
2019 > \end{array}} \right)
2020 > \]
2021 > Using Equations \ref{introEquation:definitionCR} and
2022 > \ref{introEquation:resistanceTensorTransformation}, one can locate
2023 > the position of center of resistance,
2024 > \[
2025 > \left( \begin{array}{l}
2026 > x_{OR}  \\
2027 > y_{OR}  \\
2028 > z_{OR}  \\
2029 > \end{array} \right) = \left( {\begin{array}{*{20}c}
2030 >   {(\Xi _O^{rr} )_{yy}  + (\Xi _O^{rr} )_{zz} } & { - (\Xi _O^{rr} )_{xy} } & { - (\Xi _O^{rr} )_{xz} }  \\
2031 >   { - (\Xi _O^{rr} )_{xy} } & {(\Xi _O^{rr} )_{zz}  + (\Xi _O^{rr} )_{xx} } & { - (\Xi _O^{rr} )_{yz} }  \\
2032 >   { - (\Xi _O^{rr} )_{xz} } & { - (\Xi _O^{rr} )_{yz} } & {(\Xi _O^{rr} )_{xx}  + (\Xi _O^{rr} )_{yy} }  \\
2033 > \end{array}} \right)^{ - 1} \left( \begin{array}{l}
2034 > (\Xi _O^{tr} )_{yz}  - (\Xi _O^{tr} )_{zy}  \\
2035 > (\Xi _O^{tr} )_{zx}  - (\Xi _O^{tr} )_{xz}  \\
2036 > (\Xi _O^{tr} )_{xy}  - (\Xi _O^{tr} )_{yx}  \\
2037 > \end{array} \right).
2038 > \]
2039 > where $x_OR$, $y_OR$, $z_OR$ are the components of the vector
2040 > joining center of resistance $R$ and origin $O$.

Diff Legend

Removed lines
+ Added lines
< Changed lines
> Changed lines