Staszkinson
Structural
- Apr 8, 2012
- 71
Hello!
This is general question.
What should I pay attention to modelling nonlinear behaviour of I-beams using shell elements in Abaqus(what options should I take into account)?
Are there any traps in this type of analysis?
The problem is that my beam is 10% weaker than I expected.
Thanks.
This is general question.
What should I pay attention to modelling nonlinear behaviour of I-beams using shell elements in Abaqus(what options should I take into account)?
Are there any traps in this type of analysis?
The problem is that my beam is 10% weaker than I expected.
Thanks.