Lammps 金剛石彈性模量的計算


第一種方法

#計算 彈性模量

 

設置:

晶格類型:diamond

晶格常數:3.567 A

region box block 0 20 0 20 0 20 units lattice

create_box 1 box

create_atoms 1 box

勢:

pair_style tersoff

pair_coeff * * SiC.tersoff C

每步的修正:

fix  1 all deform 1 z delta 0.0 0.21402 units box

運行lammps:

提取出每次修正的初始能量:(附上 python 數據提取代碼)

def read(path):

    b=2

    f=open(path)

    fw=open(path+'.output','w')

    for line in f.readlines():

        b=b+1

        if 'Energy initial' in str(line):

            b=0

        if b==1:

            print(line)

            fw.write(line)

提取的數據如下:

  -471563.715475     -471563.715475     -471563.715475

        -471559.573965     -471559.573965     -471559.573967

        -471549.996058     -471549.996058     -471549.996058

        -471535.007192     -471535.007192     -471535.007192

        -471514.632964     -471514.632964     -471514.632964

        -471488.899114     -471488.899114     -471488.899114

        -471457.831529     -471457.831529     -471457.831529

        -471421.456236     -471421.456236     -471421.456236

        -471379.799399     -471379.799399     -471379.799399

        -471332.887319     -471332.887319     -471332.887319

        -471280.746425     -471280.746425     -471280.746425

        -471223.403279     -471223.403279     -471223.403279

        -471160.884564     -471160.884564     -471160.884564

        -471093.217089     -471093.217089     -471093.217089

        -471020.427778     -471020.427778     -471020.427778

        -470942.543674     -470942.543674     -470942.543674

         -470859.59193      -470859.59193      -470859.59193

        -470771.599811     -470771.599811     -470771.599811

        -470678.594686     -470678.594686     -470678.594686

        -470580.604026     -470580.604026     -470580.604026

        -470477.655406     -470477.655406     -470477.655406

 

只取第一列數據:

並繪制 能量-應變 曲線:

wps_clip_image-16272

Matlab 五次多項式擬合:

Linear model Poly5:

     f(x) = p1*x^5 + p2*x^4 + p3*x^3 + p4*x^2 + p5*x + p6

Coefficients (with 95% confidence bounds):

       p1 =   3.509e+06  (3.507e+06, 3.51e+06)

       p2 =  -1.294e+06  (-1.294e+06, -1.294e+06)

       p3 =  -1.245e+06  (-1.245e+06, -1.245e+06)

       p4 =   1.214e+06  (1.214e+06, 1.214e+06)

       p5 =       943.2  (943.2, 943.2)

       p6 =  -4.716e+05  (-4.716e+05, -4.716e+05)

Goodness of fit:

  SSE: 2.548e-10

  R-square: 1

  Adjusted R-square: 1

  RMSE: 4.122e-06

二次項系數:1.214e+06

>>> Vc=3.567**3*20**3

>>> C2=1.214e+06

>>> C11=2*C2/Vc/6.2415e-3

>>> C11

1071.4215876370854

同樣也可以計算C12=101.7246

體彈性模量:B=1/3(C11+2*C12)=424.9569

 

第二種方法:

……http://files.cnblogs.com/bacazy/ELASTIC.zip


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