Keiker74
Structural
- Jun 8, 2005
- 8
Hi,
I want to enforce a *BOUNDARY condition (displacement) that is dependent on the results of a previous step.
For instance, if I plastically deform a material and then unload the material, plastic deformations exist. I then want to displace a certain node 1 inch based on the results after unloading.
I have tried to used dummy nodes with the *Equation option, but for this to work, I would have to make the equation active after the previous step. Or does anyone know of a way that I can specify a boundary condition that is a movement from the previous step result and not using the FIXED condition. Any help would be greatly appreciated. Thank you.
I want to enforce a *BOUNDARY condition (displacement) that is dependent on the results of a previous step.
For instance, if I plastically deform a material and then unload the material, plastic deformations exist. I then want to displace a certain node 1 inch based on the results after unloading.
I have tried to used dummy nodes with the *Equation option, but for this to work, I would have to make the equation active after the previous step. Or does anyone know of a way that I can specify a boundary condition that is a movement from the previous step result and not using the FIXED condition. Any help would be greatly appreciated. Thank you.