⭐ 欢迎来到虫虫下载站! | 📦 资源下载 📁 资源专辑 ℹ️ 关于我们
⭐ 虫虫下载站

📄 sample5.out

📁 sap4源代码!by fortran 这是一个有限元计算的软件 可以完成平面
💻 OUT
📖 第 1 页 / 共 4 页
字号:
    10.00000    -2.248E-20   5.374E+06   0.000E+00   0.000E+00   0.000E+00   2.526E+08  -2.161E-20   1.314E+06
    11.00000    -2.238E-20   6.277E+06   0.000E+00   0.000E+00   0.000E+00   3.063E+08  -2.152E-20   1.811E+06
    12.00000    -2.151E-20   6.968E+06   0.000E+00   0.000E+00   0.000E+00   3.568E+08  -2.069E-20   2.463E+06
    13.00000    -1.934E-20   7.357E+06   0.000E+00   0.000E+00   0.000E+00   4.000E+08  -1.860E-20   3.219E+06
    14.00000    -1.582E-20   7.538E+06   0.000E+00   0.000E+00   0.000E+00   4.367E+08  -1.522E-20   3.917E+06
    15.00000    -1.145E-20   7.621E+06   0.000E+00   0.000E+00   0.000E+00   4.688E+08  -1.101E-20   4.447E+06
    16.00000    -7.029E-21   7.622E+06   0.000E+00   0.000E+00   0.000E+00   4.962E+08  -6.759E-21   4.837E+06
    17.00000    -3.407E-21   7.509E+06   0.000E+00   0.000E+00   0.000E+00   5.180E+08  -3.276E-21   5.145E+06
    18.00000    -1.106E-21   7.275E+06   0.000E+00   0.000E+00   0.000E+00   5.337E+08  -1.063E-21   5.377E+06
    19.00000    -1.396E-22   6.928E+06   0.000E+00   0.000E+00   0.000E+00   5.432E+08  -1.342E-22   5.522E+06

 MAXIMUM ABSOLUTE VALUES

 MAXIMUM         2.248E-20   7.622E+06   0.000E+00   0.000E+00   0.000E+00   5.432E+08   2.161E-20   5.522E+06
 TIME            1.000E+01   1.600E+01   0.000E+00   0.000E+00   0.000E+00   1.900E+01   1.000E+01   1.900E+01
 T I M E   H I S T O R Y   R E S P O N S E

 ELEMENT TYPE (B E A M                 )   / / /   OUTPUT SET =   2

              *ELEMENT NUMBER* - *STRESS COMPONENT*
        TIME      2-V3(I)     2-T1(I)     2-M2(I)     2-M3(I)     3-P1(I)     3-V2(I)     3-V3(I)     3-T1(I) 

     1.00000     0.000E+00   0.000E+00   0.000E+00  -5.321E+05  -1.346E-22   3.019E+03   0.000E+00   0.000E+00
     2.00000     0.000E+00   0.000E+00   0.000E+00  -3.522E+06  -9.989E-22   9.061E+03   0.000E+00   0.000E+00
     3.00000     0.000E+00   0.000E+00   0.000E+00  -8.973E+06  -3.038E-21  -2.343E+04   0.000E+00   0.000E+00
     4.00000     0.000E+00   0.000E+00   0.000E+00  -1.484E+07  -6.242E-21  -1.413E+05   0.000E+00   0.000E+00
     5.00000     0.000E+00   0.000E+00   0.000E+00  -1.937E+07  -1.014E-20  -3.275E+05   0.000E+00   0.000E+00
     6.00000     0.000E+00   0.000E+00   0.000E+00  -2.226E+07  -1.401E-20  -5.089E+05   0.000E+00   0.000E+00
     7.00000     0.000E+00   0.000E+00   0.000E+00  -2.379E+07  -1.712E-20  -6.328E+05   0.000E+00   0.000E+00
     8.00000     0.000E+00   0.000E+00   0.000E+00  -2.364E+07  -1.904E-20  -7.057E+05   0.000E+00   0.000E+00
     9.00000     0.000E+00   0.000E+00   0.000E+00  -2.115E+07  -1.982E-20  -7.513E+05   0.000E+00   0.000E+00
    10.00000     0.000E+00   0.000E+00   0.000E+00  -1.609E+07  -1.992E-20  -7.639E+05   0.000E+00   0.000E+00
    11.00000     0.000E+00   0.000E+00   0.000E+00  -7.560E+06  -1.983E-20  -7.274E+05   0.000E+00   0.000E+00
    12.00000     0.000E+00   0.000E+00   0.000E+00   8.383E+06  -1.906E-20  -6.392E+05   0.000E+00   0.000E+00
    13.00000     0.000E+00   0.000E+00   0.000E+00   3.212E+07  -1.714E-20  -4.322E+05   0.000E+00   0.000E+00
    14.00000     0.000E+00   0.000E+00   0.000E+00   5.979E+07  -1.402E-20  -2.172E+04   0.000E+00   0.000E+00
    15.00000     0.000E+00   0.000E+00   0.000E+00   8.773E+07  -1.014E-20   5.609E+05   0.000E+00   0.000E+00
    16.00000     0.000E+00   0.000E+00   0.000E+00   1.151E+08  -6.229E-21   1.175E+06   0.000E+00   0.000E+00
    17.00000     0.000E+00   0.000E+00   0.000E+00   1.426E+08  -3.019E-21   1.728E+06   0.000E+00   0.000E+00
    18.00000     0.000E+00   0.000E+00   0.000E+00   1.699E+08  -9.801E-22   2.253E+06   0.000E+00   0.000E+00
    19.00000     0.000E+00   0.000E+00   0.000E+00   1.967E+08  -1.237E-22   2.801E+06   0.000E+00   0.000E+00

 MAXIMUM ABSOLUTE VALUES

 MAXIMUM         0.000E+00   0.000E+00   0.000E+00   1.967E+08   1.992E-20   2.801E+06   0.000E+00   0.000E+00
 TIME            0.000E+00   0.000E+00   0.000E+00   1.900E+01   1.000E+01   1.900E+01   0.000E+00   0.000E+00
 T I M E   H I S T O R Y   R E S P O N S E

 ELEMENT TYPE (B E A M                 )   / / /   OUTPUT SET =   3

              *ELEMENT NUMBER* - *STRESS COMPONENT*
        TIME      3-M2(I)     3-M3(I)     4-P1(I)     4-V2(I)     4-V3(I)     4-T1(I)     4-M2(I)     4-M3(I) 

     1.00000     0.000E+00   1.238E+05  -1.180E-22  -6.584E+02   0.000E+00   0.000E+00   0.000E+00  -2.713E+04
     2.00000     0.000E+00   4.643E+05  -8.756E-22   7.794E+02   0.000E+00   0.000E+00   0.000E+00   1.126E+04
     3.00000     0.000E+00  -4.423E+05  -2.663E-21   1.891E+04   0.000E+00   0.000E+00   0.000E+00   7.291E+05
     4.00000     0.000E+00  -4.789E+06  -5.471E-21   4.921E+04   0.000E+00   0.000E+00   0.000E+00   2.276E+06
     5.00000     0.000E+00  -1.324E+07  -8.892E-21   4.068E+04   0.000E+00   0.000E+00   0.000E+00   3.140E+06
     6.00000     0.000E+00  -2.450E+07  -1.228E-20  -6.436E+04   0.000E+00   0.000E+00   0.000E+00   9.442E+05
     7.00000     0.000E+00  -3.713E+07  -1.501E-20  -2.645E+05   0.000E+00   0.000E+00   0.000E+00  -5.492E+06
     8.00000     0.000E+00  -5.084E+07  -1.669E-20  -5.008E+05   0.000E+00   0.000E+00   0.000E+00  -1.555E+07
     9.00000     0.000E+00  -6.584E+07  -1.737E-20  -7.242E+05   0.000E+00   0.000E+00   0.000E+00  -2.827E+07
    10.00000     0.000E+00  -8.177E+07  -1.746E-20  -9.347E+05   0.000E+00   0.000E+00   0.000E+00  -4.358E+07
    11.00000     0.000E+00  -9.813E+07  -1.738E-20  -1.147E+06   0.000E+00   0.000E+00   0.000E+00  -6.176E+07
    12.00000     0.000E+00  -1.147E+08  -1.671E-20  -1.359E+06   0.000E+00   0.000E+00   0.000E+00  -8.279E+07
    13.00000     0.000E+00  -1.289E+08  -1.502E-20  -1.580E+06   0.000E+00   0.000E+00   0.000E+00  -1.072E+08
    14.00000     0.000E+00  -1.360E+08  -1.229E-20  -1.796E+06   0.000E+00   0.000E+00   0.000E+00  -1.350E+08
    15.00000     0.000E+00  -1.346E+08  -8.891E-21  -1.899E+06   0.000E+00   0.000E+00   0.000E+00  -1.627E+08
    16.00000     0.000E+00  -1.267E+08  -5.460E-21  -1.755E+06   0.000E+00   0.000E+00   0.000E+00  -1.855E+08
    17.00000     0.000E+00  -1.147E+08  -2.646E-21  -1.363E+06   0.000E+00   0.000E+00   0.000E+00  -2.011E+08
    18.00000     0.000E+00  -9.888E+07  -8.590E-22  -8.805E+05   0.000E+00   0.000E+00   0.000E+00  -2.115E+08
    19.00000     0.000E+00  -7.935E+07  -1.084E-22  -4.611E+05   0.000E+00   0.000E+00   0.000E+00  -2.194E+08

 MAXIMUM ABSOLUTE VALUES

 MAXIMUM         0.000E+00   1.360E+08   1.746E-20   1.899E+06   0.000E+00   0.000E+00   0.000E+00   2.194E+08
 TIME            0.000E+00   1.400E+01   1.000E+01   1.500E+01   0.000E+00   0.000E+00   0.000E+00   1.900E+01
 T I M E   H I S T O R Y   R E S P O N S E

 ELEMENT TYPE (B E A M                 )   / / /   OUTPUT SET =   4

              *ELEMENT NUMBER* - *STRESS COMPONENT*
        TIME      5-P1(I)     5-V2(I)     5-V3(I)     5-T1(I)     5-M2(I)     5-M3(I)     6-P1(I)     6-V2(I) 

     1.00000    -9.683E-23   1.395E+02   0.000E+00   0.000E+00   0.000E+00   5.786E+03  -7.195E-23  -2.844E+01
     2.00000    -7.185E-22  -7.774E+02   0.000E+00   0.000E+00   0.000E+00  -2.771E+04  -5.339E-22   2.906E+02
     3.00000    -2.186E-21  -5.059E+03   0.000E+00   0.000E+00   0.000E+00  -2.166E+05  -1.624E-21   7.407E+02
     4.00000    -4.490E-21  -1.012E+03   0.000E+00   0.000E+00   0.000E+00  -1.846E+05  -3.336E-21  -4.106E+03
     5.00000    -7.297E-21   3.622E+04   0.000E+00   0.000E+00   0.000E+00   1.106E+06  -5.422E-21  -1.714E+04
     6.00000    -1.008E-20   1.057E+05   0.000E+00   0.000E+00   0.000E+00   4.162E+06  -7.489E-21  -1.867E+04
     7.00000    -1.232E-20   1.537E+05   0.000E+00   0.000E+00   0.000E+00   7.734E+06  -9.151E-21   2.806E+04
     8.00000    -1.370E-20   1.142E+05   0.000E+00   0.000E+00   0.000E+00   9.487E+06  -1.018E-20   1.306E+05
     9.00000    -1.425E-20  -2.649E+04   0.000E+00   0.000E+00   0.000E+00   7.940E+06  -1.059E-20   2.374E+05
    10.00000    -1.433E-20  -2.272E+05   0.000E+00   0.000E+00   0.000E+00   3.159E+06  -1.065E-20   2.794E+05
    11.00000    -1.426E-20  -4.520E+05   0.000E+00   0.000E+00   0.000E+00  -4.415E+06  -1.060E-20   2.396E+05
    12.00000    -1.371E-20  -6.975E+05   0.000E+00   0.000E+00   0.000E+00  -1.485E+07  -1.019E-20   1.526E+05
    13.00000    -1.233E-20  -9.587E+05   0.000E+00   0.000E+00   0.000E+00  -2.822E+07  -9.161E-21   3.409E+04
    14.00000    -1.009E-20  -1.233E+06   0.000E+00   0.000E+00   0.000E+00  -4.516E+07  -7.495E-21  -1.451E+05
    15.00000    -7.297E-21  -1.556E+06   0.000E+00   0.000E+00   0.000E+00  -6.775E+07  -5.422E-21  -4.151E+05
    16.00000    -4.481E-21  -1.962E+06   0.000E+00   0.000E+00   0.000E+00  -9.770E+07  -3.329E-21  -7.763E+05
    17.00000    -2.171E-21  -2.388E+06   0.000E+00   0.000E+00   0.000E+00  -1.329E+08  -1.614E-21  -1.214E+06
    18.00000    -7.050E-22  -2.685E+06   0.000E+00   0.000E+00   0.000E+00  -1.675E+08  -5.238E-22  -1.696E+06
    19.00000    -8.898E-23  -2.750E+06   0.000E+00   0.000E+00   0.000E+00  -1.963E+08  -6.612E-23  -2.141E+06

 MAXIMUM ABSOLUTE VALUES

 MAXIMUM         1.433E-20   2.750E+06   0.000E+00   0.000E+00   0.000E+00   1.963E+08   1.065E-20   2.141E+06
 TIME            1.000E+01   1.900E+01   0.000E+00   0.000E+00   0.000E+00   1.900E+01   1.000E+01   1.900E+01
 T I M E   H I S T O R Y   R E S P O N S E

 ELEMENT TYPE (B E A M                 )   / / /   OUTPUT SET =   5

              *ELEMENT NUMBER* - *STRESS COMPONENT*
        TIME      6-V3(I)     6-T1(I)     6-M2(I)     6-M3(I)     7-P1(I)     7-V2(I)     7-V3(I)     7-T1(I) 

     1.00000     0.000E+00   0.000E+00   0.000E+00  -1.190E+03  -4.431E-23   5.434E+00   0.000E+00   0.000E+00
     2.00000     0.000E+00   0.000E+00   0.000E+00   1.116E+04  -3.288E-22  -8.410E+01   0.000E+00   0.000E+00
     3.00000     0.000E+00   0.000E+00   0.000E+00   3.634E+04  -1.000E-21   2.700E+01   0.000E+00   0.000E+00
     4.00000     0.000E+00   0.000E+00   0.000E+00  -1.339E+05  -2.054E-21   1.831E+03   0.000E+00   0.000E+00
     5.00000     0.000E+00   0.000E+00   0.000E+00  -7.050E+05  -3.339E-21   3.005E+03   0.000E+00   0.000E+00
     6.00000     0.000E+00   0.000E+00   0.000E+00  -1.121E+06  -4.612E-21  -7.816E+03   0.000E+00   0.000E+00
     7.00000     0.000E+00   0.000E+00   0.000E+00   4.668E+04  -5.635E-21  -3.710E+04   0.000E+00   0.000E+00
     8.00000     0.000E+00   0.000E+00   0.000E+00   3.775E+06  -6.268E-21  -5.929E+04   0.000E+00   0.000E+00
     9.00000     0.000E+00   0.000E+00   0.000E+00   9.264E+06  -6.522E-21  -2.118E+04   0.000E+00   0.000E+00
    10.00000     0.000E+00   0.000E+00   0.000E+00   1.452E+07  -6.556E-21   1.022E+05   0.000E+00   0.000E+00
    11.00000     0.000E+00   0.000E+00   0.000E+00   1.819E+07  -6.526E-21   2.588E+05   0.000E+00   0.000E+00
    12.00000     0.000E+00   0.000E+00   0.000E+00   2.003E+07  -6.275E-21   3.543E+05   0.000E+00   0.000E+00
    13.00000     0.000E+00   0.000E+00   0.000E+00   1.971E+07  -5.641E-21   3.433E+05   0.000E+00   0.000E+00
    14.00000     0.000E+00   0.000E+00   0.000E+00   1.649E+07  -4.616E-21   2.712E+05   0.000E+00   0.000E+00
    15.00000     0.000E+00   0.000E+00   0.000E+00   1.005E+07  -3.339E-21   2.209E+05   0.000E+00   0.000E+00
    16.00000     0.000E+00   0.000E+00   0.000E+00   3.827E+05  -2.050E-21   2.371E+05   0.000E+00   0.000E+00
    17.00000     0.000E+00   0.000E+00   0.000E+00  -1.352E+07  -9.936E-22   2.912E+05   0.000E+00   0.000E+00
    18.00000     0.000E+00   0.000E+00   0.000E+00  -3.327E+07  -3.226E-22   2.918E+05   0.000E+00   0.000E+00
    19.00000     0.000E+00   0.000E+00   0.000E+00  -5.884E+07  -4.072E-23   1.320E+05   0.000E+00   0.000E+00

 MAXIMUM ABSOLUTE VALUES

 MAXIMUM         0.000E+00   0.000E+00   0.000E+00   5.884E+07   6.556E-21   3.543E+05   0.000E+00   0.000E+00
 TIME            0.000E+00   0.000E+00   0.000E+00   1.900E+01   1.000E+01   1.200E+01   0.000E+00   0.000E+00
 T I M E   H I S T O R Y   R E S P O N S E

 ELEMENT TYPE (B E A M                 )   / / /   OUTPUT SET =   6

              *ELEMENT NUMBER* - *STRESS COMPONENT*
        TIME      7-M2(I)     7-M3(I)     8-P1(I)     8-V2(I)     8-V3(I)     8-T1(I)     8-M2(I)     8-M3(I) 

     1.00000     0.000E+00   2.318E+02  -1.496E-23  -7.978E-01   0.000E+00   0.000E+00   0.000E+00  -3.989E+01
     2.00000     0.000E+00  -3.370E+03  -1.110E-22   1.670E+01   0.000E+00   0.000E+00   0.000E+00   8.351E+02
     3.00000     0.000E+00  -6.968E+02  -3.377E-22  -4.094E+01   0.000E+00   0.000E+00   0.000E+00  -2.047E+03
     4.00000     0.000E+00   7.133E+04  -6.937E-22  -4.040E+02   0.000E+00   0.000E+00   0.000E+00  -2.020E+04
     5.00000     0.000E+00   1.522E+05  -1.127E-21   3.781E+01   0.000E+00   0.000E+00   0.000E+00   1.890E+03
     6.00000     0.000E+00  -1.874E+05  -1.557E-21   4.068E+03   0.000E+00   0.000E+00   0.000E+00   2.034E+05
     7.00000     0.000E+00  -1.356E+06  -1.903E-21   9.975E+03   0.000E+00   0.000E+00   0.000E+00   4.988E+05
     8.00000     0.000E+00  -2.757E+06  -2.116E-21   4.148E+03   0.000E+00   0.000E+00   0.000E+00   2.074E+05
     9.00000     0.000E+00  -2.607E+06  -2.202E-21  -3.096E+04   0.000E+00   0.000E+00   0.000E+00  -1.548E+06
    10.00000     0.000E+00   5.535E+05  -2.214E-21  -9.109E+04   0.000E+00   0.000E+00   0.000E+00  -4.554E+06
    11.00000     0.000E+00   6.207E+06  -2.204E-21  -1.347E+05   0.000E+00   0.000E+00   0.000E+00  -6.734E+06
    12.00000     0.000E+00   1.240E+07  -2.119E-21  -1.063E+05   0.000E+00   0.000E+00   0.000E+00  -5.314E+06
    13.00000     0.000E+00   1.801E+07  -1.905E-21   1.681E+04   0.000E+00   0.000E+00   0.000E+00   8.405E+05
    14.00000     0.000E+00   2.374E+07  -1.558E-21   2.037E+05   0.000E+00   0.000E+00   0.000E+00   1.018E+07
    15.00000     0.000E+00   3.081E+07  -1.127E-21   3.952E+05   0.000E+00   0.000E+00   0.000E+00   1.976E+07
    16.00000     0.000E+00   3.920E+07  -6.923E-22   5.469E+05   0.000E+00   0.000E+00   0.000E+00   2.735E+07
    17.00000     0.000E+00   4.719E+07  -3.355E-22   6.526E+05   0.000E+00   0.000E+00   0.000E+00   3.263E+07
    18.00000     0.000E+00   5.153E+07  -1.089E-22   7.388E+05   0.000E+00   0.000E+00   0.000E+00   3.694E+07
    19.00000     0.000E+00   4.821E+07  -1.375E-23   8.322E+05   0.000E+00   0.000E+00   0.000E+00   4.161E+07

 MAXIMUM ABSOLUTE VALUES

 MAXIMUM         0.000E+00   5.153E+07   2.214E-21   8.322E+05   0.000E+00   0.000E+00   0.000E+00   4.161E+07
 TIME            0.000E+00   1.800E+01   1.000E+01   1.900E+01   0.000E+00   0.000E+00   0.000E+00   1.900E+01
 F O R C E D   R E S P O N S E   T I M E   L O G


  FORM DYNAMIC LOADS............    0.050

  MODAL RESPONSE................    0.060

  DISPLACEMENT OUTPUT...........    0.050

  STRESS OUTPUT.................    0.280

  TOTAL FOR RESPONSE ANALYSIS...    0.440


 O V E R A L L   T I M E   L O G

     NODAL POINT INPUT            =   0.050
     ELEMENT STIFFNESS FORMATION  =   0.110
     NODAL LOAD INPUT             =   0.000
     TOTAL STIFFNESS FORMATION    =   0.060
     STATIC ANALYSIS              =   0.000
     EIGENVALUE EXTRACTION        =   0.330
     FORCED RESPONSE ANALYSIS     =   0.440
     RESPONSE SPECTRUM ANALYSIS   =   0.000
     STEP-BY-STEP INTEGRATION     =   0.000

     TOTAL SOLUTION TIME          =   0.990

⌨️ 快捷键说明

复制代码 Ctrl + C
搜索代码 Ctrl + F
全屏模式 F11
切换主题 Ctrl + Shift + D
显示快捷键 ?
增大字号 Ctrl + =
减小字号 Ctrl + -