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Hi
I'm trying to do a simple 2D truss analysis with a vertical load in one of the nodes. The problem is that I get that the matrix is singular, but I can't find what is wrong with model. I tried making the model with beams instead of articulated bars, and adding more bonudary conditions, but I get the same error. I suppouse that there is a problem with the mesh, but it seems fine to me.
I attach the comm, med and mess files.
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Hi
The issue comes from your mesh.
When you use barre element, you must have only one SEG2 element between 2 nodes.
When you mesh your geometry, you have to apply only 1 element per edge.
(see test case ssll110a)
stephane
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Thanks for the reply
I tried with the mesh you suggested, but I get the same results: singular matrix. However I managed to get the analysis to run with beam elements, and the deformation give the solution to what was wrong:
The elements wasn't connected at the nodes for some small numeric errors in the geometry!
Merging the nodes in salome solved the problem.
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