I have a "dummy" node just to apply the prescribed displacement at. This node is connected to one of the boundaries by a set of equations. If I just apply the prescribed displacement directly on the whole boundary, I will not obtain correct boundary conditions.
Hi,
When I am trying to run a model in ABAQUS Explicit, I get the following error message:
"Node 50000 has zero mass but not all spatial degrees of freedom are fully constrained at this node. Please assign a physically reasonable mass to this node."
But how do I do that? I haven't been able to...
When I try to use the subroutine HKSMAIN in abaqus6.5 I get the following error message:
"User postprocessing program should be defined as "SUBROUTINE ABQMAIN""
Now, the thing is that I only have the manual for abaqus6.4 and wonder if there may have been some change regarding this. The manual...
Thank you for your answers!
However, I accidently wrote that I wanted the buckling load for the panel which was not correct, I just wanted the applied load corresponding to the prescribed displacement. The buckling load (for the first eigenmode) I achieved from a buckling analysis by...
Due to symmetry I have modelled only a quarter of a sandwich panel, loaded in plane in one direction. To apply the load I have used a prescribed displacement. When I then want to find the corresponding load, I have summarised the reaction forces in every node on the loaded edge. However, because...
