I am doing four point flexural text on simply supported beam using ANSYS APDL first with steel plate for loading and supporting and then without it. In both cases there is a problem of non converged solution I get it. Can someone help me.
Not enough info to help you.
By the way: why to use Ansys for such a simple problem that you can easily solve by hand calculations?
Denis Benasciutti this simple beam for practice only....i need to analyze more complicated beam by ansys and i have a problem with it
Not enough info to help you. ??? what you need to know?
I am not sure about my suggestion but if you check how you simulate the lower support. I think the problem with the interface between beam and supports.
For example: element type, material, BCs,...
And which error message
I'II try with the details more again. Thank you for your help Denis Benasciutti , Moataz A. Al-Obaydi
Hi Dina Mukheef Hamza
I will do a simulation like your model in ansys workbnench and if you want please share the model details to me then we work on that.
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