Chrissy123
Mechanical
- Feb 17, 2019
- 29
Hi - I am simulating a simple 3 point bend model in ABAQUS. It's for a sample steel specimen so the dimensions are 400mm long, 25mm wide and height of 44. The span of the supports is 300 mm.
I have successfully managed to get a good load/displacement plot using Static General analysis, but I'm wondering if really I should have used Dynamic Explicit analysis ? I am loading the this bar pat it's yield stress to get into Plasticity (so I have added the plastic data to the model based upon the re-calculation for true stress from the engineering stresses.
I now want to model springback and I can see that I could do this via import of ABAQUS/Explicit into ABAQUS/standard. So two questions really :
1. should I really be using dynamic explicit or implicit for this model or is general static good enough (as I'm getting good results)
2. Can I then import the results from the general static analysis to then carry out the analysis to measure springback ?
thanks,
I have successfully managed to get a good load/displacement plot using Static General analysis, but I'm wondering if really I should have used Dynamic Explicit analysis ? I am loading the this bar pat it's yield stress to get into Plasticity (so I have added the plastic data to the model based upon the re-calculation for true stress from the engineering stresses.
I now want to model springback and I can see that I could do this via import of ABAQUS/Explicit into ABAQUS/standard. So two questions really :
1. should I really be using dynamic explicit or implicit for this model or is general static good enough (as I'm getting good results)
2. Can I then import the results from the general static analysis to then carry out the analysis to measure springback ?
thanks,