Modelling Beams using shell elements - advice
Modelling Beams using shell elements - advice
(OP)
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.




