SKJoe
Mechanical
- Jun 6, 2005
- 78
Hi,
In my nonlinear analyse loads must be applied in two load steps. I the second load step I need to change the stiffness of one part of the model as well as boundary conditions via CP or CE command. The problem is that this can not be done sumultaneously. A change of CP can be done only in /prep7, so I have to use lswrite and lssolve commands. But lssolve do not work with mpchg, the solve command must be used instead. I realized that CE can be changed during solution via cecmod command. I have 50 nodes on line in y-direction, which I want to have the same displacement in x-direction...CP,1,UX,ALL.
So how to construct constraint equations to be consistent with CP,1,UX,ALL ?
Regards,
Lubo
In my nonlinear analyse loads must be applied in two load steps. I the second load step I need to change the stiffness of one part of the model as well as boundary conditions via CP or CE command. The problem is that this can not be done sumultaneously. A change of CP can be done only in /prep7, so I have to use lswrite and lssolve commands. But lssolve do not work with mpchg, the solve command must be used instead. I realized that CE can be changed during solution via cecmod command. I have 50 nodes on line in y-direction, which I want to have the same displacement in x-direction...CP,1,UX,ALL.
So how to construct constraint equations to be consistent with CP,1,UX,ALL ?
Regards,
Lubo