M04A Conjugate Gradient Method in MD++

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Manual 04A for MD++
Conjugate Gradient Method in MD++

Keonwook Kang and Wei Cai

Mar 19 , 2009



Conjugate Gradient Method

The conjugate gradient (CG) method was initially proposed as an iterative method to solve a large linear system,[1] such as , where A is an n by n symmetric (positive-definite) matrix, and b is an n by 1 vector. Later, Fletcher and Reeves[2] adopted it to solve nonlinear optimization problems. In MD++, the CG method is used to find a (local) minimum structure by minimizing a given (usu. nonlinear) potential energy function.

Algorithmically, the structure of the CG method is composed of two nested loops. The outer loop tries different search directions. The inner loop aims to find the optimal step length which minimizes the object function along a given search direction. When a certain condition is met, the program exits out of the loops and stops. The algorithm is shown in figure 1.

Figure 1: Algorithm of the CG method.

In figure 1, Ψ(x) is the potential function to be minimized, g is the gradient of Ψ at x, and s is the search direction. αk is the optimal step length that minimizes the function Ψ(xk+αksk) at the k-th iteration. βk is the parameter related with update of the search direction.

Depending on how we choose αk and βk, there can exist various different ways of the minimization method. For example, if βk=0, it is the steepest descent method. Even in the steepest descent method, the method of finding α may not be unique for nonlinear problems. While there is the exact expression of α for a linear system, given as

, [3]

for a nonlinear optimization problem, we need to determine α numerically, via Newton's method, quasi-Newton method, secant method, or interpolation method. These methods of finding an optimal α are called as the line search methods. For details of the line search method, refer Nocedal and Wright's Numerial Optimization[4]

For the CG method, the search directions are constructed by conjugation of the residuals,[5] or

      for      

where ri is the residual at i-th iteration and is defined as ri = -gi in nonlinear CG. From this condition, β is obtained as

The benefit of doing this is


Fletcher-Reeves

Polak-Ribiere

Hestenes-Stiefel

.


where and are the step length and the search direction at k-th iteration, respectively, and k is the index of the outer loop.

Implementation of the CG method in MD++


Comparision of the CG methods in different implementation

In the first part of this section, I compare the computation results obtained from CG relxation between MD++ (ver.Mar202009) and LAMMPS (ver.Mar262009). The test system is a 3[100] x 3[010] x 3[001] Si diamond cubic structure stretched by 10% in all three directions with two missing atoms (of atom ID 0 and 99). The number of atoms in the test system is 214. The potential fuction is MEAM Siz with the cut-off radius rc=6(Å) The CG method is implemented by using the Polak-Ribiere method (PR+) and the backtracking method. The energy and the force tolerances are given as etol = 1e-6 (no unit) and ftol = 1e-8 (eV/Å), respectively. In the 1st column of table 1, the potential energies of the perfect structure from MD++ and LAMMPS are compared, and they are identical. In the 2nd column, the potential energies of the defect structure before relaxation are compared, and they are again same. In the 4th column, the energies of the relaxed structure are listed in different colors depending on the values of dmax (0.1, 0.01, and 0.001), and we can say that the both results are effectively identical. For this small test system, MD++ is faster than LAMMPS, because of less evaluation of the potential function. For a larger system, LAMMPS can perform better due to its ability of parallel run.

Table 1. Relaxation of 3[100]x3[010]x3[001] Si structure with a defect. Potential file : MEAM Siz w/ r_c = 6 (A). CG method = (PR+) + (backtracking). Conditions: etol = 1e-6 (no unit), ftol = 1e-8 (eV/Å). Compiler = intel compiler
Eperf (eV) Edefect (eV) dmax (Å) Erlx (eV) Iter. No. No. of Calls CPU time
MD++ (PR+) -1.00008000022397e+03 -9.00066105589930e+02 0.1 -9.04000029718829e+02 15 46 0.30002
0.01 -9.04000167032814e+02 46 51 0.33202
0.001 -9.03987772936424e+02 424 425 2.2201
LAMMPS (Serial Run) -1.00008000022397e+03 -9.00066105589930e+02 0.1 -9.04000029718830e+02 15 60 0.75296
0.01 -9.04000167032815e+02 46 96 1.2149
0.001 -9.03987772936423e+02 424 848 10.281

The distinct difference of the CG method between MD++ and LAMMPS lies in the fact that MD++ runs the CG method in scaled coordinate (x*) while LAMMPS does in real coordinate (x). Because of this scaling effect, dmax must be devided by the box length L for MD++, or d*max = dmax/L. By the same reason, the force tolerance in MD++ needs to be multiplied by the box length, or ftol* = L·ftol.

MD++ is equipped with another implementation of the CG method, called as "zxcgr". This "zxcgr" code was written by Dongyi Liao at MIT in 1999 based on IMSL's U2CGG.F, and used the Hestenes-Stiefel method and the quadratic spline interpolation. Now I will compare two implemetations; MD++(zxcgr) and MD++(PR+). Since it is only the force tolerance that the "zxcgr" code considers to check the convergence, the energy tolerance will be set to be 0 in the comparison below. In table 2, the numbers are same upto 1e-8. Note that the energy obtained by the PR+ method becomes lower than the number (in table 1) from the same method with nonzero etol (=1e-6). This further relaxation can be understood, if we consider that in the case of nonzero energy tolerance a small step makes the energy change small enough to satisfy the energy tolerance and the structure is prone to stop relaxing further even though it is able to do because of its nonzero gradient (or force).

Table 2. Relaxation of 3[100]x3[010]x3[001] Si structure with a defect. Potential file : MEAM Siz w/ r_c = 6 (A). Conditions: etol = 0 (no unit), ftol = 1e-4 (eV/Å).
dmax (Å) Erlx (eV) Iter. No. No. of Calls CPU time
MD++ (zxcgr) -9.04000245866814e+02 31 45 0.31602
MD++ (PR+) 0.1 -9.04000245866095e+02 35 124 0.70004
0.01 -9.04000245869413e+02 63 117 0.70004
0.001 -9.04000245869795e+02 460 483 2.6002

At this point, we may raise a question. Does the scaling effect ever affect the relaxation of a structure in a non-cubic cell? Let's say that we have a 6[100] x 3[010] x 3[001] Si diamond cubic structure stretched by 20% in x direction with two missing atoms (of atom ID 0 and 99). The relaxation results are listed in table 3 below.

Table 2. Relaxation of 6[100]x3[010]x3[001] Si structure with a defect. Potential file : MEAM Siz w/ r_c = 6 (A). Conditions: etol = 0 (no unit), ftol = 1e-4 (eV/Å). For the PR+ method, dmax = 0.1 (Å). No. of atoms = 430
Eperf (eV) Edefect (eV) Erlx (eV) Iter. No. No. of Calls
MD++ (zxcgr) -2.00016000044795e+03 -1.86579478735442e+03 -1.86764046397026e+03 129 175
MD++ (PR+) -1.86764046392565e+03 168 686
LAMMPS -2.00016000044795e+03 -1.86579478735442e+03 -1.86764046393067e+03 74 387

The relaxed energy values are same upto 1e-6.


Notes

  1. M. R. Hestenes and E. Stiefel, "Methods of conjugate gradients for solving linear systems", Journal of Research of the National Bureau of Standards, 49(1952) pp.409-436
  2. R. Fletcher and C. M. Reeves, "Function minimization by conjugate gradients", Computer Journal, 7(1964) pp.149-154
  3. This expression can be obtained by using two consecutive gradients are orthogonal, or gTk+1gk=0. In this case, we don't need the inner loop.
  4. Jorge Nocedal and Stephen J. Wright, Numerical Optimization 2nd ed. Springer (2006)
  5. J. R. Shewchuk, An Introduction to the Conjugate Gradient Method Without the Agonizing Pain (1994)