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Limits of the plastic material model
Hi, as you have to input true stress-strain data, and not engineering (or nominal) stress-strain data, the stress and plastic strain values have always to increase each line. E.g.: 400.0, 0.0 (while 400.0 is the yield stress) 410.0, 0.05 415.0, 0.1 ... Otherwise I think Abaqus issues an error...- isgfdi
- Post #2
- Forum: DASSAULT: ABAQUS FEA Solver
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Dynamic Time History Analysis - Incrementation Problems
Hi, I am doing a seismic analysis with an acceleration time history (TH) imposed to the nodes which are attached to the ground. The acceleration TH is given at time steps of 0.02 seconds. In order to capture all peak values of this acceleration TH I have set the "initial" and "maximal"...- isgfdi
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- Replies: 0
- Forum: DASSAULT: ABAQUS FEA Solver
