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Hi
I am creating a detailed FE model for critical connections in a road bridge, using shell/panels to represent steel plates. Having created the geometry, I am having issues a) creating any sort of decent mesh and b) incoherent mesh on edges issue c) applying my loadings as node point loads in the local panel direction ( have to guess the angle to the global axis - you will understand when looking at the applied loads)
I've tried following a few threads with similiar issues, but can't seem to resolve these in my model - I suspect the mesh issues might be related to the complexity of the geometry. Would appreciate if anyone can have a look?
Link to model
Kind regards,
Haroon
Solved! Go to Solution.
