tu3.dat

利用有限元分析进行线弹性静动力分析的fortran程序源代码

    0
plane strain cantilever beam: dynamic analysis with alpha method
    1    0    0    0    0    0    1    1    2   45    2    1    1    1    1
    1  100    0    0    2    1     -0.10    0.3025      0.60   2.50e-4
   45    2    1
    1    4       0.0       0.0
                16.0       0.0
                16.0       2.0
                 0.0       2.0
    8    5    4    1
      
    1              1    1
    5              1    0
    6   41    5    1    0
       
    2     -7.500E-01   0.17383
    3     -1.500E+00   0.13867
    4     -2.250E+00   0.08008
    5      0.000E+00   0.01465
   41      0.000E+00  -0.09280
   42      0.000E+00  -0.17383
   43      0.000E+00  -0.13867
   44      0.000E+00  -0.08008
   45      0.000E+00  -0.01465

       0.0    1000.0
                                                  
                                                  
                                                 
    1   32    1    0    1    1    0    0    0    0    0    0    0
    1        2.08e+6      0.30    0.0020      0.00      0.00

    1    1    1    6    7    2    1
    8    4    5    4    1    1

   20    4    1
*end