forked from lijiext/lammps
186 lines
5.6 KiB
Plaintext
186 lines
5.6 KiB
Plaintext
# Compute elastic constant tensor for a crystal
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#
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# Written by Aidan Thompson (Sandia, athomps@sandia.gov)
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#
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# This script uses the following three include files.
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#
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# init.mod (must be modified for different crystal structures)
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# Define units, deformation parameters and initial
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# configuration of the atoms and simulation cell.
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#
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#
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# potential.mod (must be modified for different pair styles)
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# Define pair style and other attributes
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# not stored in restart file
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#
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#
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# displace.mod (displace.mod should not need to be modified)
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# Perform positive and negative box displacements
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# in direction ${dir} and size ${up}.
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# It uses the resultant changes
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# in stress to compute one
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# row of the elastic stiffness tensor
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#
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# Inputs variables:
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# dir = the Voigt deformation component
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# (1,2,3,4,5,6)
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# Global constants:
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# up = the deformation magnitude (strain units)
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# cfac = conversion from LAMMPS pressure units to
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# output units for elastic constants
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#
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#
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# To run this on a different system, it should only be necessary to
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# modify the files init.mod and potential.mod. In order to calculate
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# the elastic constants correctly, care must be taken to specify
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# the correct units in init.mod (units, cfac and cunits). It is also
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# important to verify that the minimization of energy w.r.t atom
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# positions in the deformed cell is fully converged.
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# One indication of this is that the elastic constants are insensitive
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# to the choice of the variable ${up} in init.mod. Another is to check
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# the final max and two-norm forces reported in the log file. If you know
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# that minimization is not required, you can set maxiter = 0.0 in
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# init.mod.
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#
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# There are two alternate versions of displace.mod provided.
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# They are displace_restart.mod to displace.mod.
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# The former resets the box using a restart file while
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# the latter reverses the deformation. Copy whichever
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# one you like best to displace.mod.
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#
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include init.mod
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include potential.mod
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# Compute initial state
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fix 3 all box/relax aniso 0.0
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minimize ${etol} ${ftol} ${maxiter} ${maxeval}
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variable tmp equal pxx
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variable pxx0 equal ${tmp}
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variable tmp equal pyy
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variable pyy0 equal ${tmp}
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variable tmp equal pzz
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variable pzz0 equal ${tmp}
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variable tmp equal pyz
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variable pyz0 equal ${tmp}
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variable tmp equal pxz
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variable pxz0 equal ${tmp}
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variable tmp equal pxy
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variable pxy0 equal ${tmp}
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variable tmp equal lx
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variable lx0 equal ${tmp}
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variable tmp equal ly
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variable ly0 equal ${tmp}
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variable tmp equal lz
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variable lz0 equal ${tmp}
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# These formulas define the derivatives w.r.t. strain components
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# Constants uses $, variables use v_
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variable d1 equal -(v_pxx1-${pxx0})/(v_delta/v_len0)*${cfac}
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variable d2 equal -(v_pyy1-${pyy0})/(v_delta/v_len0)*${cfac}
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variable d3 equal -(v_pzz1-${pzz0})/(v_delta/v_len0)*${cfac}
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variable d4 equal -(v_pyz1-${pyz0})/(v_delta/v_len0)*${cfac}
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variable d5 equal -(v_pxz1-${pxz0})/(v_delta/v_len0)*${cfac}
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variable d6 equal -(v_pxy1-${pxy0})/(v_delta/v_len0)*${cfac}
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# Write restart
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unfix 3
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write_restart restart.equil
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# uxx Perturbation
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variable dir equal 1
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include displace.mod
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# uyy Perturbation
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variable dir equal 2
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include displace.mod
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# uzz Perturbation
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variable dir equal 3
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include displace.mod
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# uyz Perturbation
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variable dir equal 4
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include displace.mod
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# uxz Perturbation
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variable dir equal 5
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include displace.mod
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# uxy Perturbation
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variable dir equal 6
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include displace.mod
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# Output final values
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variable C11all equal ${C11}
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variable C22all equal ${C22}
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variable C33all equal ${C33}
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variable C12all equal 0.5*(${C12}+${C21})
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variable C13all equal 0.5*(${C13}+${C31})
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variable C23all equal 0.5*(${C23}+${C32})
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variable C44all equal ${C44}
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variable C55all equal ${C55}
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variable C66all equal ${C66}
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variable C14all equal 0.5*(${C14}+${C41})
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variable C15all equal 0.5*(${C15}+${C51})
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variable C16all equal 0.5*(${C16}+${C61})
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variable C24all equal 0.5*(${C24}+${C42})
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variable C25all equal 0.5*(${C25}+${C52})
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variable C26all equal 0.5*(${C26}+${C62})
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variable C34all equal 0.5*(${C34}+${C43})
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variable C35all equal 0.5*(${C35}+${C53})
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variable C36all equal 0.5*(${C36}+${C63})
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variable C45all equal 0.5*(${C45}+${C54})
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variable C46all equal 0.5*(${C46}+${C64})
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variable C56all equal 0.5*(${C56}+${C65})
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# For Stillinger-Weber silicon, the analytical results
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# are known to be (E. R. Cowley, 1988):
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# C11 = 151.4 GPa
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# C12 = 76.4 GPa
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# C44 = 56.4 GPa
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print "Elastic Constant C11all = ${C11all} ${cunits}"
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print "Elastic Constant C22all = ${C22all} ${cunits}"
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print "Elastic Constant C33all = ${C33all} ${cunits}"
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print "Elastic Constant C12all = ${C12all} ${cunits}"
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print "Elastic Constant C13all = ${C13all} ${cunits}"
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print "Elastic Constant C23all = ${C23all} ${cunits}"
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print "Elastic Constant C44all = ${C44all} ${cunits}"
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print "Elastic Constant C55all = ${C55all} ${cunits}"
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print "Elastic Constant C66all = ${C66all} ${cunits}"
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print "Elastic Constant C14all = ${C14all} ${cunits}"
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print "Elastic Constant C15all = ${C15all} ${cunits}"
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print "Elastic Constant C16all = ${C16all} ${cunits}"
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print "Elastic Constant C24all = ${C24all} ${cunits}"
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print "Elastic Constant C25all = ${C25all} ${cunits}"
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print "Elastic Constant C26all = ${C26all} ${cunits}"
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print "Elastic Constant C34all = ${C34all} ${cunits}"
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print "Elastic Constant C35all = ${C35all} ${cunits}"
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print "Elastic Constant C36all = ${C36all} ${cunits}"
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print "Elastic Constant C45all = ${C45all} ${cunits}"
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print "Elastic Constant C46all = ${C46all} ${cunits}"
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print "Elastic Constant C56all = ${C56all} ${cunits}"
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