sample2.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

     12       1  -0.11794E-02  -0.10296E-03  -0.40368E-02   0.76025E-03  -0.12772E-02   0.97607E-03

     11       1  -0.11742E-02   0.00000E+00  -0.40235E-02   0.00000E+00  -0.13175E-02   0.00000E+00

     10       1  -0.71950E-03  -0.62762E-04  -0.28597E-02   0.79666E-03  -0.11436E-02   0.10098E-02

      9       1  -0.71219E-03   0.00000E+00  -0.28463E-02   0.00000E+00  -0.11865E-02   0.00000E+00

      8       1  -0.32835E-03  -0.28572E-04  -0.18197E-02   0.84299E-03  -0.95343E-03   0.10608E-02

      7       1  -0.31942E-03   0.00000E+00  -0.18066E-02   0.00000E+00  -0.99754E-03   0.00000E+00

      6       1  -0.45345E-04  -0.38341E-05  -0.96202E-03   0.88502E-03  -0.69891E-03   0.11091E-02

      5       1  -0.36519E-04   0.00000E+00  -0.95079E-03   0.00000E+00  -0.74211E-03   0.00000E+00

      4       1   0.82651E-04   0.73521E-05  -0.33697E-03   0.94882E-03  -0.36988E-03   0.11895E-02

      3       1   0.88467E-04   0.00000E+00  -0.33030E-03   0.00000E+00  -0.41178E-03   0.00000E+00

      2       1   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00

      1       1   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00

  SHELL ELEMENT STRESSES

             ELEMENT      LOAD     MEMBRANE STRESS COMPONENTS          BENDING MOMENT COMPONENTS      
              NUMBER      CASE      SXX         SYY         SXY         MXX         MYY         MXY   




                   1         1 -0.5472E+03 -0.2796E+04 -0.1512E+00  0.9133E+03  0.4585E+04 -0.3876E+02


                   2         1 -0.5613E+03 -0.2839E+04  0.9254E-01  0.6297E+03  0.3638E+04 -0.4780E+02


                   3         1 -0.6293E+03 -0.2886E+04  0.5423E+00  0.3810E+03  0.2794E+04 -0.6029E+02


                   4         1 -0.7394E+03 -0.2933E+04  0.7698E+00  0.1648E+03  0.2051E+04 -0.6661E+02


                   5         1 -0.8816E+03 -0.2982E+04  0.8158E+00 -0.2003E+02  0.1404E+04 -0.6605E+02


                   6         1 -0.1047E+04 -0.3030E+04  0.6890E+00 -0.1740E+03  0.8483E+03 -0.5789E+02


                   7         1 -0.1228E+04 -0.3078E+04  0.7327E+00 -0.2990E+03  0.3790E+03 -0.3947E+02


                   8         1 -0.1512E+04 -0.3146E+04  0.8527E+00 -0.3822E+03 -0.1557E+03 -0.7394E+02


                   9         1 -0.1894E+04 -0.3232E+04  0.1516E+01 -0.4899E+03 -0.6748E+03 -0.1064E+03


                  10         1 -0.2254E+04 -0.3308E+04  0.2025E+01 -0.5388E+03 -0.9750E+03 -0.1224E+03


                  11         1 -0.2573E+04 -0.3373E+04  0.2766E+01 -0.5502E+03 -0.1108E+04 -0.1339E+03


                  12         1 -0.2891E+04 -0.3438E+04  0.3247E+01 -0.4831E+03 -0.1091E+04 -0.2894E+01


                  13         1 -0.3184E+04 -0.3496E+04  0.4135E+01 -0.3857E+03 -0.9470E+03  0.1420E+02


                  14         1 -0.3377E+04 -0.3535E+04  0.3685E+01 -0.2748E+03 -0.7286E+03  0.2933E+02


                  15         1 -0.3489E+04 -0.3558E+04  0.3123E+01 -0.1772E+03 -0.4985E+03  0.2275E+02


                  16         1 -0.3543E+04 -0.3572E+04  0.2453E+01 -0.8505E+02 -0.2695E+03  0.1022E+02


                  17         1 -0.3557E+04 -0.3585E+04  0.1675E+01 -0.2270E+02 -0.6529E+02  0.2356E+01


                  18         1 -0.3640E+04 -0.3563E+04 -0.9938E+01 -0.1332E+03 -0.1341E+03 -0.2248E+01
 B O U N D A R Y   E L E M E N T   F O R C E S / M O M E N T S

 ELEMENT   LOAD              FORCE         MOMENT
  NUMBER   CASE




       1      1        0.12072E+04    0.00000E+00


       2      1        0.13260E+04    0.00000E+00


       3      1        0.15503E+04    0.00000E+00


       4      1        0.18573E+04    0.00000E+00


       5      1        0.22255E+04    0.00000E+00


       6      1        0.26376E+04    0.00000E+00


       7      1        0.48196E+04    0.00000E+00


       8      1        0.79274E+04    0.00000E+00


       9      1        0.96623E+04    0.00000E+00


      10      1        0.11245E+05    0.00000E+00


      11      1        0.15935E+05    0.00000E+00


      12      1        0.21228E+05    0.00000E+00


      13      1        0.22895E+05    0.00000E+00


      14      1        0.23938E+05    0.00000E+00


      15      1        0.28591E+05    0.00000E+00


      16      1        0.32976E+05    0.00000E+00


      17      1        0.32993E+05    0.00000E+00


      18      1        0.00000E+00   -0.71658E+03


      19      1        0.00000E+00   -0.42336E+03


      20      1        0.00000E+00   -0.18485E+03


      21      1        0.00000E+00    0.11953E+02


      22      1        0.00000E+00    0.17779E+03


      23      1        0.00000E+00    0.33564E+03


      24      1        0.00000E+00    0.56697E+03


      25      1        0.00000E+00    0.86931E+03


      26      1        0.00000E+00    0.10065E+04


      27      1        0.00000E+00    0.10081E+04


      28      1        0.00000E+00    0.13014E+04


      29      1        0.00000E+00    0.12223E+04


      30      1        0.00000E+00    0.93015E+03


      31      1        0.00000E+00    0.62239E+03


      32      1        0.00000E+00    0.42937E+03


      33      1        0.00000E+00    0.16958E+03


      34      1        0.00000E+00    0.12326E+03




 S T A T I C   S O L U T I O N   T I M E   L O G

     EQUATION SOLUTION   =   0.110
     DISPLACEMENT OUTPUT =   0.060
     STRESS RECOVERY     =   0.110

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

     NODAL POINT INPUT            =   0.280
     ELEMENT STIFFNESS FORMATION  =   1.100
     NODAL LOAD INPUT             =   0.050
     TOTAL STIFFNESS FORMATION    =   0.220
     STATIC ANALYSIS              =   0.280
     EIGENVALUE EXTRACTION        =   0.000
     FORCED RESPONSE ANALYSIS     =   0.000
     RESPONSE SPECTRUM ANALYSIS   =   0.000
     STEP-BY-STEP INTEGRATION     =   0.000

     TOTAL SOLUTION TIME          =   1.930