Hello everyone,
Usually, the displacement or loads will be applied as boundary conditions to solve the problem. I would like to apply sigma_x+sima_y as input and solve the problem. Let us assume, sigma_x+sigma_y results are available from some another source like experiments over certain nodes...
Hi,
In Abaqus, we can apply displacement, velocity or acceleration as boundary conditions and solve the problem. In the similar manner, how can I apply strain as boundary condition and solve it?
I have gone through the Abaqus documentation and could not find it. Any help is greatly appreciated...
