Hi,all
When relief degree is 1-3(translation), the analysis is OK, but when relief degree is 4-6 in local system(using oreintation & reference point in key words),there is always some errors.
Is there some tips for defining inertial relief in local rotation in abaqus. Thanks a lot.
Hi,
In nastran, rbe2 is often used to simulate weld and bolt. How to read stress on elements(shell or solid) connected to RBE? The value ot these elements is not right?
Stress is complicated to me. Diffrent average methods result in deiffrent stress value. The max Von mises & max strain...