Dear Sir/ Ma'am,
The simulation I have run here is simple uniaxial tension test with Symmetric boundary contions in X,Y and Z on ABAQUS Explicit. This was done as a Test for a VUMAT code (Hyperelastic material with near incompressibility) that I had developed. The simulation starts with a loading phase, where the Stretch in X-direction is increased from 1 to 6, and a subsequent unloading phase coming back to the undeformed state. The analysis type is a Coupled Displacement + Temperature, with the C3D8RT (Reduced Integration) element type. The VUMAT code has been validated for a uniaxial tension 1-element simulation, but shows unrealisitic deformations during the unloading phase, when I use multiple elements (I have attached the pictures below).
What could be the causes for a change in solution after mesh refinement? Any help or inputs would be helpful, I look forward to your replies.