p54.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         0.0000E+00 -0.4000E+01
Node    3         0.0000E+00 -0.1000E+02
Node    4         0.4000E+01  0.0000E+00
Node    5         0.4000E+01 -0.4000E+01
Node    6         0.4000E+01 -0.1000E+02
Node    7         0.1000E+02  0.0000E+00
Node    8         0.1000E+02 -0.4000E+01
Node    9         0.1000E+02 -0.1000E+02
Node   10         0.3000E+02  0.0000E+00
Node   11         0.3000E+02 -0.4000E+01
Node   12         0.3000E+02 -0.1000E+02
Global node numbers 
Element     1            2    1    4    5
Element     2            3    2    5    6
Element     3            5    4    7    8
Element     4            6    5    8    9
Element     5            8    7   10   11
Element     6            9    8   11   12
There are   12  equations and the half-bandwidth is    7
The nodal displacements are:
    1     0.0000E+00 -0.3176E+01
    2     0.0000E+00 -0.3231E+00
    3     0.0000E+00  0.0000E+00
    4     0.1395E+00 -0.3991E+01
    5     0.1165E+00 -0.2498E+00
    6     0.0000E+00  0.0000E+00
    7     0.1704E+00 -0.6046E+00
    8     0.1330E+00 -0.4421E-01
    9     0.0000E+00  0.0000E+00
   10     0.0000E+00  0.2588E+00
   11     0.0000E+00  0.3091E-01
   12     0.0000E+00  0.0000E+00
The centroidal stresses for element    1  are :
Point    1
 -0.4140E+00 -0.1073E+01 -0.3452E-01 -0.4140E+00
The centroidal stresses for element    2  are :
Point    1
 -0.4776E+00 -0.9072E+00  0.6508E-01 -0.4776E+00
The centroidal stresses for element    3  are :
Point    1
 -0.2933E+00 -0.7099E+00  0.1180E+00 -0.2810E+00
The centroidal stresses for element    4  are :
Point    1
 -0.4316E+00 -0.6101E+00  0.1308E+00 -0.3796E+00
The centroidal stresses for element    5  are :
Point    1
 -0.3200E-01 -0.5814E-01  0.1082E-01 -0.2325E-01
The centroidal stresses for element    6  are :
Point    1
 -0.1090E+00 -0.9367E-01  0.4470E-01 -0.7455E-01