I am doing static structural analysis of a structure, and when i run the case, it shows massage that "solver failed" (refer image).
so my question is what are the wrong things i am doing due to that it is showing this error.
Unless you're running the analysis on a very flexible assembly, the large displacement warnings are usually a sign in the FEA that the bodies aren't fully constrained.
Do you have an image of your analysis and the applied constraints?
Maybe you can probe use the spring option to give stability to the model. You can select this option in the properties of the analysis. That give you an idea, of which part not has the sufficient constraint.
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