pressure load

[lotus_06]

I have to run a static analysis with a pressure load. I have some problems in the constraints application, since the constraints shouldn

 

[jabbadeus]

So what is your questionand what are your problems?


Are you modeling with shells or solids?


And constraints can cause unrealistic stress concentrations depending on how you apply them. So how are you applying them? (Please don't say points for a solid / shell model.)


Do you have a picture of the model and resultsyou can show?