p55.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  0.0000E+00
Node    2         0.2500E+00  0.0000E+00
Node    3         0.5000E+00  0.0000E+00
Node    4         0.0000E+00 -0.1000E+01
Node    5         0.5000E+00 -0.1000E+01
Node    6         0.0000E+00 -0.2000E+01
Node    7         0.2500E+00 -0.2000E+01
Node    8         0.5000E+00 -0.2000E+01
Node    9         0.0000E+00 -0.3000E+01
Node   10         0.5000E+00 -0.3000E+01
Node   11         0.0000E+00 -0.4000E+01
Node   12         0.2500E+00 -0.4000E+01
Node   13         0.5000E+00 -0.4000E+01
Node   14         0.0000E+00 -0.5000E+01
Node   15         0.5000E+00 -0.5000E+01
Node   16         0.0000E+00 -0.6000E+01
Node   17         0.2500E+00 -0.6000E+01
Node   18         0.5000E+00 -0.6000E+01
Node   19         0.0000E+00 -0.7000E+01
Node   20         0.5000E+00 -0.7000E+01
Node   21         0.0000E+00 -0.8000E+01
Node   22         0.2500E+00 -0.8000E+01
Node   23         0.5000E+00 -0.8000E+01
Node   24         0.0000E+00 -0.9000E+01
Node   25         0.5000E+00 -0.9000E+01
Node   26         0.0000E+00 -0.1000E+02
Node   27         0.2500E+00 -0.1000E+02
Node   28         0.5000E+00 -0.1000E+02
Global node numbers 
Element     1            6    4    1    2    3    5    8    7
Element     2           11    9    6    7    8   10   13   12
Element     3           16   14   11   12   13   15   18   17
Element     4           21   19   16   17   18   20   23   22
Element     5           26   24   21   22   23   25   28   27
There are   65  equations and the skyline storage is  871
The Nodal Displacements Are :
Node         Displacement
    1     0.6755E-01  0.0000E+00 -0.6755E-01
    2     0.6755E-01 -0.2528E-02 -0.6755E-01
    3     0.6755E-01 -0.5063E-02 -0.6754E-01
    4     0.5743E-01  0.0000E+00 -0.5743E-01
    5     0.5744E-01 -0.5006E-02 -0.5743E-01
    6     0.4753E-01  0.0000E+00 -0.4752E-01
    7     0.4753E-01 -0.2426E-02 -0.4752E-01
    8     0.4753E-01 -0.4858E-02 -0.4750E-01
    9     0.3801E-01  0.0000E+00 -0.3801E-01
   10     0.3804E-01 -0.4598E-02 -0.3799E-01
   11     0.2914E-01  0.0000E+00 -0.2913E-01
   12     0.2913E-01 -0.2121E-02 -0.2912E-01
   13     0.2914E-01 -0.4248E-02 -0.2909E-01
   14     0.2103E-01  0.0000E+00 -0.2104E-01
   15     0.2109E-01 -0.3782E-02 -0.2101E-01
   16     0.1400E-01  0.0000E+00 -0.1399E-01
   17     0.1399E-01 -0.1614E-02 -0.1398E-01
   18     0.1401E-01 -0.3233E-02 -0.1394E-01
   19     0.8132E-02  0.0000E+00 -0.8137E-02
   20     0.8212E-02 -0.2559E-02 -0.8085E-02
   21     0.3764E-02  0.0000E+00 -0.3736E-02
   22     0.3739E-02 -0.9010E-03 -0.3732E-02
   23     0.3754E-02 -0.1809E-02 -0.3687E-02
   24     0.9378E-03  0.0000E+00 -0.9620E-03
   25     0.1052E-02 -0.9219E-03 -0.8806E-03
   26     0.0000E+00  0.0000E+00  0.0000E+00
   27     0.0000E+00  0.0000E+00  0.0000E+00
   28     0.0000E+00  0.0000E+00  0.0000E+00
The centre point stresses for element    1  are :
Point    1
  0.6441E+00 -0.5036E+01 -0.4726E+00  0.8638E-01  0.0000E+00  0.0000E+00
The centre point stresses for element    2  are :
Point    1
  0.2661E+01 -0.1413E+02  0.1144E+01  0.6800E-01  0.0000E+00  0.0000E+00
The centre point stresses for element    3  are :
Point    1
  0.5441E+01 -0.2274E+02  0.3341E+01  0.1484E+00  0.0000E+00  0.0000E+00
The centre point stresses for element    4  are :
Point    1
  0.8040E+01 -0.3164E+02  0.5250E+01  0.3627E+00  0.0000E+00  0.0000E+00
The centre point stresses for element    5  are :
Point    1
  0.1700E+02 -0.3521E+02  0.1580E+02  0.9873E+00  0.0000E+00  0.0000E+00