There is this article on how to model masonry with FEA: https://www.sciencedirect.com/science/article/pii/S0141029616314833 I have managed to reproduce experimental results with a micro model in ABAQUS which is what this article's method is based in. Would it be possible to do something similar in Autodesk Robot for strain/crack propagation/push-over curve of a URM wall (brick wall) using a micro model approach?
