ShadowWarrior
Civil/Environmental
- Aug 21, 2006
- 171
Smooth step (Amplitude) is helpful in avoiding excessive distortion at the beginning of the analysis, but I was wondering what is the maximum initial strain-rate we can use it? Say for example, in quasi-static the strain rate is 10-4 s-1 and Smooth step gives a better result than Ramp loading. So what is the upward limit of strain-rate that we can use the Smooth step, 1 s-1? 10 s-1? or 100 s-1??