| Commit | Date | |
|---|---|---|
|
[r1540]
by
ebrahimi
Printing Eulerian effective strain, Cauchy effective stress and state variables(phi_s and phi_f) in each IP of each element implemented. Extrapolation subroutine should be modified for correct values of these outputs on each node. |
2006-12-11 20:37:29 | Tree |
|
[r1539]
by
ebrahimi
Beta was removed from the implementation. It should not be implemented when we solve for displacements. |
2006-12-07 00:12:19 | Tree |
|
[r1538]
by
regueiro
correction for small strain test of element assembly, etc.; it now works correctly for the small strain test |
2006-12-06 17:10:32 | Tree |
| 2006-12-04 17:27:33 | Tree | |
|
[r1536]
by
ebrahimi
for solid phase,small strain elastic deformation has been implemented. Solver doesn't work correctly. |
2006-12-04 13:01:29 | Tree |
| 2006-11-30 18:21:56 | Tree | |
|
[r1534]
by
regueiro
commented out arbitrary prescription of nodal displacements within element |
2006-11-29 22:42:08 | Tree |
| 2006-11-28 00:06:36 | Tree | |
|
[r1532]
by
ebrahimi
Implementation checked for two successive iterations. |
2006-11-26 09:19:41 | Tree |
| 2006-11-22 22:46:02 | Tree |