hi,
I'm modeling a cyclic loaded masonry wall in abaqus explicit.
Since the model is relatively large, I've tried to use mass scaling to slightly adjust the stable time increment and reduce the computation time.
I have an initial step + 4 additional steps, and I've assigned mass scaling in the...
hi,
im modeling a cyclic loaded masonry wall in abaqus.
I keep getting warnings such as:
COHESIVE CONTACT RESPOSE IS COMPUTED AT SLAVE NODE 24 INSTANCE
OPEKA-2-LIN-2-1-1-LIN-1-2-1-LIN-1-7 THAT FELL OFF THE MASTER SIDE
OPEKA-2-LIN-2-1-1-LIN-1-2-1-LIN-3-1 THAT FELL...