Hi everybody,
is there anyone who is familiar with element deletion or removal to predict crackopening in RC member model in ABAQUS?
I've made a 2D model of RC beam in abaquse with brittle cack properties and brittle failure but I could not get any result. Can I make my model by concrete damage plasticity and using abaqus standard to apply element removal?
I will really appreciate anyone who helps me to solve my problem.
Thanks in advance