Crack propagation in ductile materials under monotonic loading
Hello everyone;
I am Msc student and work on simulation of repairing the cracked steel girders using CFRP in abaqus.
I induce a geometrical crack in steel beam model and exepct it propagate in failure strain path, after increasing the load
I have a question about crack propagation of steel girder under monotonic loading, what criterion of fracture is suitable for this case?