Analyze
Analyze
Dear STKO team, I'm a beginner and have had some problems in the analysis and don't know how to fix it, I would appreciate it if you could tell me what went wrong or how it should be solved!
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- OBGZR82P7@Z@[email protected] (37.81 KiB) Viewed 1446 times
Re: Analyze
These are the errors I found and I tried to fix:
- in the embed condition the masters should be the solids (concrete volume that "embeds" the rebars), while the slave should be the edges of the rebars
- The first analysis needs a parallel numberer
- Since you are doing a displacement control analysis, the horizontal load pattern must have a linear time series. Instead the path series is used in the analysis object to define the imposed control-displacement path
- Increase the reference load: Now it is 1 N, but your expected force is of the order of kN. So if you use 1000 N (1 kN) as a reference load it will be easier for the displacement control to converge
- In the monitor, scale the reaction force by 1/1000 (you are modeling in N, but your reference curve is in kN)
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