Fracture pattern and Ultimate Load Assessment in customized ANSYS solve EKILL
Analysis of fracture pattern and Ultimate Load.
Solve procedure inside APDL loop has been adopted for control over Material Strain at break, killing groups of elements when criterion have been exceeded. The MAPLD implicit iterative procedure is faster comparing with Explicit (inside ANSYS WB) for static load increments and gives results with higher confidence than Quasi-Static Explicit (solve on 4 cores).
Sadly I cannot publish macro for this example here, its to long.