p57.res

I[1].M.Smith所著的《有限元方法编程》第三版Fortran程序

Global coordinates 
Node    1         0.0000E+00  0.1000E+01  0.1000E+01
Node    2         0.0000E+00  0.1000E+01  0.0000E+00
Node    3         0.0000E+00  0.0000E+00  0.1000E+01
Node    4         0.0000E+00  0.0000E+00  0.0000E+00
Node    5         0.1000E+01  0.1000E+01  0.1000E+01
Node    6         0.1000E+01  0.1000E+01  0.0000E+00
Node    7         0.1000E+01  0.0000E+00  0.1000E+01
Node    8         0.1000E+01  0.0000E+00  0.0000E+00
Node    9         0.1650E+00  0.7450E+00  0.7020E+00
Node   10         0.2720E+00  0.7500E+00  0.2300E+00
Node   11         0.3200E+00  0.1860E+00  0.6430E+00
Node   12         0.2490E+00  0.3420E+00  0.1920E+00
Node   13         0.7880E+00  0.6930E+00  0.6440E+00
Node   14         0.8500E+00  0.6490E+00  0.2630E+00
Node   15         0.6770E+00  0.3050E+00  0.6830E+00
Node   16         0.8260E+00  0.2880E+00  0.2880E+00
Node   17         0.0000E+00  0.5000E+00  0.5000E+00
Node   18         0.5000E+00  0.1000E+01  0.5000E+00
Node   19         0.5000E+00  0.5000E+00  0.1000E+01
Node   20         0.5000E+00  0.5000E+00  0.0000E+00
Node   21         0.5000E+00  0.0000E+00  0.5000E+00
Node   22         0.1000E+01  0.5000E+00  0.5000E+00
Node   23         0.2515E+00  0.5058E+00  0.4417E+00
Node   24         0.5188E+00  0.7093E+00  0.4597E+00
Node   25         0.4875E+00  0.4823E+00  0.6680E+00
Node   26         0.5493E+00  0.5072E+00  0.2433E+00
Node   27         0.5180E+00  0.2802E+00  0.4515E+00
Node   28         0.7853E+00  0.4838E+00  0.4695E+00
Node   29         0.1093E+00  0.8738E+00  0.4830E+00
Node   30         0.5305E+00  0.8498E+00  0.1232E+00
Node   31         0.9095E+00  0.8355E+00  0.4768E+00
Node   32         0.4883E+00  0.8595E+00  0.8365E+00
Node   33         0.1212E+00  0.4828E+00  0.8362E+00
Node   34         0.1303E+00  0.5230E+00  0.1055E+00
Node   35         0.9190E+00  0.4843E+00  0.1377E+00
Node   36         0.8663E+00  0.4995E+00  0.8317E+00
Node   37         0.1422E+00  0.1320E+00  0.4587E+00
Node   38         0.5188E+00  0.1575E+00  0.1200E+00
Node   39         0.8758E+00  0.1482E+00  0.4928E+00
Node   40         0.4993E+00  0.1227E+00  0.8315E+00
Global node numbers 
Element     1          12  10  16  14  11   9  15  13  26  25  27  24  23  28
Element     2           4   2  12  10   3   1  11   9  34  33  37  29  17  23
Element     3          10   2  14   6   9   1  13   5  30  32  24  18  29  31
Element     4          16  14   8   6  15  13   7   5  35  36  39  31  28  22
Element     5           4  12   8  16   3  11   7  15  38  40  21  27  37  39
Element     6           4   2   8   6  12  10  16  14  20  26  38  30  34  35
Element     7          11   9  15  13   3   1   7   5  25  19  40  32  33  36
There are  105  equations and the skyline storage is : 5487
The nodal displacements are
    1      0.0000E+00 -0.4900E-02  0.1000E-01
    2      0.0000E+00 -0.4900E-02  0.0000E+00
    3      0.0000E+00  0.0000E+00  0.1000E-01
    4      0.0000E+00  0.0000E+00  0.0000E+00
    5     -0.4900E-02 -0.4900E-02  0.1000E-01
    6     -0.4900E-02 -0.4900E-02  0.0000E+00
    7     -0.4900E-02  0.0000E+00  0.1000E-01
    8     -0.4900E-02  0.0000E+00  0.0000E+00
    9     -0.8085E-03 -0.3650E-02  0.7020E-02
   10     -0.1333E-02 -0.3675E-02  0.2300E-02
   11     -0.1568E-02 -0.9114E-03  0.6430E-02
   12     -0.1220E-02 -0.1676E-02  0.1920E-02
   13     -0.3861E-02 -0.3396E-02  0.6440E-02
   14     -0.4165E-02 -0.3180E-02  0.2630E-02
   15     -0.3317E-02 -0.1494E-02  0.6830E-02
   16     -0.4047E-02 -0.1411E-02  0.2880E-02
   17      0.0000E+00 -0.2450E-02  0.5000E-02
   18     -0.2450E-02 -0.4900E-02  0.5000E-02
   19     -0.2450E-02 -0.2450E-02  0.1000E-01
   20     -0.2450E-02 -0.2450E-02  0.0000E+00
   21     -0.2450E-02  0.0000E+00  0.5000E-02
   22     -0.4900E-02 -0.2450E-02  0.5000E-02
   23     -0.1232E-02 -0.2478E-02  0.4418E-02
   24     -0.2542E-02 -0.3475E-02  0.4597E-02
   25     -0.2389E-02 -0.2363E-02  0.6680E-02
   26     -0.2691E-02 -0.2486E-02  0.2432E-02
   27     -0.2538E-02 -0.1373E-02  0.4515E-02
   28     -0.3848E-02 -0.2370E-02  0.4695E-02
   29     -0.5353E-03 -0.4281E-02  0.4830E-02
   30     -0.2599E-02 -0.4164E-02  0.1233E-02
   31     -0.4457E-02 -0.4094E-02  0.4767E-02
   32     -0.2392E-02 -0.4212E-02  0.8365E-02
   33     -0.5941E-03 -0.2365E-02  0.8363E-02
   34     -0.6382E-03 -0.2563E-02  0.1055E-02
   35     -0.4503E-02 -0.2373E-02  0.1377E-02
   36     -0.4245E-02 -0.2448E-02  0.8317E-02
   37     -0.6970E-03 -0.6468E-03  0.4588E-02
   38     -0.2542E-02 -0.7717E-03  0.1200E-02
   39     -0.4291E-02 -0.7264E-03  0.4927E-02
   40     -0.2446E-02 -0.6015E-03  0.8315E-02
The centroid stresses for element    1  are
Point    1
 -0.3107E-11 -0.3159E-11  0.1000E-01 -0.4173E-14  0.7392E-13  0.8345E-14
The centroid stresses for element    2  are
Point    1
  0.2321E-11  0.2268E-11  0.1000E-01  0.9537E-14 -0.8941E-15 -0.3457E-13
The centroid stresses for element    3  are
Point    1
 -0.6688E-11 -0.6512E-11  0.1000E-01  0.2861E-13  0.1741E-12  0.5055E-12
The centroid stresses for element    4  are
Point    1
  0.1010E-10  0.1015E-10  0.1000E-01  0.1155E-13 -0.1574E-12 -0.6706E-13
The centroid stresses for element    5  are
Point    1
  0.5833E-12  0.5677E-12  0.1000E-01  0.8643E-14  0.1043E-13 -0.8941E-15
The centroid stresses for element    6  are
Point    1
 -0.2095E-11 -0.2057E-11  0.1000E-01 -0.4769E-13  0.4843E-15  0.5126E-13
The centroid stresses for element    7  are
Point    1
  0.1450E-12  0.1584E-12  0.1000E-01 -0.2980E-15 -0.1490E-13 -0.4769E-13