lammps使用velocity方法進(jìn)行石墨烯拉伸
最近使用lammps做石墨烯之字形方向的拉伸模擬,按照網(wǎng)上各種資源設(shè)計(jì)了自己的in文件,一直出現(xiàn)拉不斷的情況,邊界原子鍵角已經(jīng)很平了,可是就是不斷裂。 應(yīng)力已經(jīng)到了170gpa,應(yīng)變到了0.3還沒斷。我看很多文獻(xiàn)之字形的理論抗拉強(qiáng)度是120,GPA,130GPA等等。不知道什么地方出現(xiàn)問題。下面是我的in文件
boundary s s s
units metal
atom_style full
read_data perfect.data
region left block INF 5 INF INF INF INF
region right block 93 INF INF INF INF INF
group left region left
group right region right
group boundary union left right
group mobile subtract all boundary
# potentials
pair_style airebo 1.92 1 1
pair_coeff * * CH.airebo C
neighbor 2.0 nsq
neigh_modify every 1 delay 0 check yes
# define computes
compute myTemp all temp
compute disp all displace/atom
compute pot all pe/atom
compute ke all ke/atom
compute s1 all stress/atom NULL
compute press all pressure thermo_temp
compute lx all reduce sum c_s1[1]
variable tmp equal "lx"
variable L0 equal ${tmp}
variable strain equal "(lx-v_L0)/v_L0"
thermo_style custom step temp c_myTemp etotal ke pe lz ly lx vol press pxx pyy pzz v_tmp v_L0 v_strain
thermo 100
thermo_modify lost ignore
timestep 0.001
min_style sd
minimize 1.0e-6 1.0e-6 1000 1000
#relax for equilibrium
velocity all create 300 4928459 mom yes rot no
fix 1 all nve
fix 2 all langevin 300.0 300.0 0.08 48279
run 40000
dump 5 all custom 1000 atom.lammpstrj id type x y z vx vy vz xs ys zs c_pot c_ke c_disp[1] c_disp[2]
c_disp[3] c_s1[1] c_s1[2] c_s1[3] c_s1[4] c_s1[5] c_s1[6]
#set the deformation process
velocity boundary set 0.0 0.0 0.0
fix 3 boundary setforce 0.0 0.0 0.0
velocity right set 0.0995 0.0 0.0 sum yes
velocity mobile ramp vx 0.0 0.0995 x 5 93 sum yes
run 2000000
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出現(xiàn)斷裂了。但是最大應(yīng)力為180多GPa,感覺跟理論區(qū)別還是有點(diǎn)大的,而且斷裂出現(xiàn)在左右固定端與移動(dòng)的交界點(diǎn)。不知道應(yīng)不應(yīng)該是這樣的
[圖片]樓主應(yīng)力是怎樣轉(zhuǎn)換的,我拉伸得到的force單位是kcal/mole*A怎樣轉(zhuǎn)換成牛頓?br>,