Mass-scaling non-linear analysis
Mass-scaling non-linear analysis
(OP)
Good day friends
I am running non-linear analysis. I have a quasi-static load applied to the edge of the model, non-linear material. and want to read the strain at a specific location at the model.
The running time is so long. and therefore I am looking for a solution. I have been advised to use mass scaling.
Do you think it suits my solution?
Do I have to use displacement control only with mass scaling?
Any suggestion, comments and reference, case study in this regard are so much appreciated
Thanks
I am running non-linear analysis. I have a quasi-static load applied to the edge of the model, non-linear material. and want to read the strain at a specific location at the model.
The running time is so long. and therefore I am looking for a solution. I have been advised to use mass scaling.
Do you think it suits my solution?
Do I have to use displacement control only with mass scaling?
Any suggestion, comments and reference, case study in this regard are so much appreciated
Thanks





RE: Mass-scaling non-linear analysis
Abaqus Analysis User's Guide -> Analysis Techniques -> Special Purpose Techniques -> Mass scaling
Abaqus Example Problems Guide -> Static Stress/Displacement Analyses -> Forming Analyses -> Rolling of thick plates
Getting Stated with Abaqus/CAE -> Quasi-Static Analysis with Abaqus/Explicit -> Mass Scaling
You should also find dozens of threads related tot this topic by searching this forum.
RE: Mass-scaling non-linear analysis
RE: Mass-scaling non-linear analysis
RE: Mass-scaling non-linear analysis
It sounds great!
direct and interesting
Regards