Error 1800 help. Free Size Optimization.
Hi all,
Why Can't I use Stress/Strain Responses when using a Free Size Design Variable?
I am trying to optimize the ply shapes in order to minimize the maximum strain in a simple square composite plate in a traction setting.
The only things I seem to be able to minimize weight and volume, but these parameters are irrelevant in my problem.
Also, can someone please explain to me the Weighted Compliance Response. I don't quite understand this notion and therefore I can't seem to use it properly.
Thanks a lot!
Answers
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Hi,
Please refer to OptiStruct FAQs why Stress is not recommended as a constraint for topology and Free Size optimization.
Please refer to the link below for Compliance and image below explains about weighted compliance.
http://forum.altairhyperworks.com/index.php?/topic/13653-compliance-response/#entry19245
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