Hi, everyone,
right now i am using 2-D 4-node cohesive elements to simulate the fracture of a low carbon steel. But the behavior of the cohesive elements are kind of weird.
I defined the traction-separation based constitutive response including the damage initiation and damage evolution...
Hi, everyone,
right now i am using 2-D 4-node cohesive elements to simulate the fracture of a low carbon steel. But the behavior of the cohesive elements are kind of weird.
I defined the traction-separation based constitutive response including the damage initiation and damage evolution...