p66.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 -0.1000E+01
Node    3         0.0000E+00 -0.2000E+01
Node    4         0.5000E+00  0.0000E+00
Node    5         0.5000E+00 -0.2000E+01
Node    6         0.1000E+01  0.0000E+00
Node    7         0.1000E+01 -0.1000E+01
Node    8         0.1000E+01 -0.2000E+01
Global node numbers 
Element     1            3    2    1    4    6    7    8    5
The system has    10  equations and the half-bandwidth is    9

Load increment    1
     Displacement -0.5000E-03
     Effective stresses -0.1755E+02 -0.2502E+02 -0.1755E+02
     Deviator stress and porepressure  0.7475E+01 -0.2451E+01
It took    2  iterations to converge

Load increment    2
     Displacement -0.1000E-02
     Effective stresses -0.1510E+02 -0.3005E+02 -0.1510E+02
     Deviator stress and porepressure  0.1495E+02 -0.4902E+01
It took    2  iterations to converge

Load increment    3
     Displacement -0.1500E-02
     Effective stresses -0.1265E+02 -0.3507E+02 -0.1265E+02
     Deviator stress and porepressure  0.2243E+02 -0.7353E+01
It took    2  iterations to converge

Load increment    4
     Displacement -0.2000E-02
     Effective stresses -0.1207E+02 -0.3626E+02 -0.1207E+02
     Deviator stress and porepressure  0.2419E+02 -0.7931E+01
It took    4  iterations to converge

Load increment    5
     Displacement -0.2500E-02
     Effective stresses -0.1207E+02