p53.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         0.1500E+01  0.0000E+00
Node    3         0.3000E+01  0.0000E+00
Node    4         0.4500E+01  0.0000E+00
Node    5         0.6000E+01  0.0000E+00
Node    6         0.0000E+00 -0.1500E+01
Node    7         0.3000E+01 -0.1500E+01
Node    8         0.6000E+01 -0.1500E+01
Node    9         0.0000E+00 -0.3000E+01
Node   10         0.1500E+01 -0.3000E+01
Node   11         0.3000E+01 -0.3000E+01
Node   12         0.4500E+01 -0.3000E+01
Node   13         0.6000E+01 -0.3000E+01
Node   14         0.0000E+00 -0.4500E+01
Node   15         0.3000E+01 -0.4500E+01
Node   16         0.6000E+01 -0.4500E+01
Node   17         0.0000E+00 -0.6000E+01
Node   18         0.1500E+01 -0.6000E+01
Node   19         0.3000E+01 -0.6000E+01
Node   20         0.4500E+01 -0.6000E+01
Node   21         0.6000E+01 -0.6000E+01
Node   22         0.0000E+00 -0.7500E+01
Node   23         0.3000E+01 -0.7500E+01
Node   24         0.6000E+01 -0.7500E+01
Node   25         0.0000E+00 -0.9000E+01
Node   26         0.1500E+01 -0.9000E+01
Node   27         0.3000E+01 -0.9000E+01
Node   28         0.4500E+01 -0.9000E+01
Node   29         0.6000E+01 -0.9000E+01
Global node numbers 
Element     1            9    6    1    2    3    7   11   10
Element     2           11    7    3    4    5    8   13   12
Element     3           17   14    9   10   11   15   19   18
Element     4           19   15   11   12   13   16   21   20
Element     5           25   22   17   18   19   23   27   26
Element     6           27   23   19   20   21   24   29   28
There are    36  equations and the half-bandwidth is   16
The nodal displacements are :
Node         Displacement
    1     0.0000E+00 -0.5311E-05
    2    -0.4211E-06 -0.5041E-05
    3    -0.7222E-06 -0.3343E-05
    4    -0.4211E-06 -0.1644E-05
    5     0.0000E+00 -0.1375E-05
    6     0.0000E+00 -0.4288E-05
    7     0.3774E-06 -0.2786E-05
    8     0.0000E+00 -0.1283E-05
    9     0.0000E+00 -0.3243E-05
   10     0.2708E-06 -0.2873E-05
   11     0.3670E-06 -0.2229E-05
   12     0.2708E-06 -0.1584E-05
   13     0.0000E+00 -0.1214E-05
   14     0.0000E+00 -0.2217E-05
   15     0.2996E-06 -0.1671E-05
   16     0.0000E+00 -0.1125E-05
   17     0.0000E+00 -0.1379E-05
   18     0.1370E-06 -0.1299E-05
   19     0.1912E-06 -0.1114E-05
   20     0.1370E-06 -0.9299E-06
   21     0.0000E+00 -0.8498E-06
   22     0.0000E+00 -0.6454E-06
   23     0.1122E-06 -0.5571E-06
   24     0.0000E+00 -0.4689E-06
   25     0.0000E+00  0.0000E+00
   26     0.0000E+00  0.0000E+00
   27     0.0000E+00  0.0000E+00
   28     0.0000E+00  0.0000E+00
   29     0.0000E+00  0.0000E+00
The centroidal stresses are :
Element No.      1
Point      1
 -0.2476E+00 -0.9003E+00  0.1040E+00
Element No.      2
Point      1
 -0.1810E+00 -0.9973E-01  0.1040E+00
Element No.      3
Point      1
 -0.1683E+00 -0.6489E+00  0.8714E-01
Element No.      4
Point      1
 -0.2602E+00 -0.3511E+00  0.8714E-01
Element No.      5
Point      1
 -0.1994E+00 -0.5612E+00  0.2888E-01
Element No.      6
Point      1
 -0.2292E+00 -0.4388E+00  0.2888E-01