VHJasper__1992
Mechanical
- Mar 29, 2017
- 1
Hi,
I have to compress a piece of metal and perform a load-springback curve with NX 10.
It's a non-linear solution, and I am using the SOL 601,106 static analysis.
within the strategy parameters I can choose for the ATS,LDC, TLA, etc..
The solution will solve with the ATS but my solution has to be independent of time.
When the max-displacement is reached, the compression has to stop and then the sheet metal has to show a sort of springback.
The LDC function will be a perfect incrementation scheme, but It won't work.
Can someone tell me wich strategy parameters has to be changed from there default setting to use the LDC scheme?
Thanks in advance!
I have to compress a piece of metal and perform a load-springback curve with NX 10.
It's a non-linear solution, and I am using the SOL 601,106 static analysis.
within the strategy parameters I can choose for the ATS,LDC, TLA, etc..
The solution will solve with the ATS but my solution has to be independent of time.
When the max-displacement is reached, the compression has to stop and then the sheet metal has to show a sort of springback.
The LDC function will be a perfect incrementation scheme, but It won't work.
Can someone tell me wich strategy parameters has to be changed from there default setting to use the LDC scheme?
Thanks in advance!
