I want to see the behavior of a simple rectangular part made with elastic>Traction option and assigned cohesive section and cohesive option in meshing element type under displacement-controlled loading in Abaqus. But I get either wrong results (zero stresses) or the following errors:

zero forces problem will occur when I try to connect two parts using a thin cohesive element part using the tie option.

I will share a Minimal Working Example file of the problem. Any help would be appreciated