Hello,
I am new to SimSolid and have been running my analysis' using the Adapt to Stiffness solution setting. Reading through Altairs SimSolid online resources, we can use Adapt for Stress for general stress calculations. I changed my solution settings to Adapt for Stress and when I ran my analysis, the results were very different. When I had ran with Adapt to Stiffness, my structure was fine and I had no stresses that went above my yield stress. When I ran with Adapt to Stress, my entire structure failed and almost everything was over the yield stress.
Is there a specific case when we want to run Adapt to Stress? I would assume that in most cases we would want to run Adapt to Stress since that is what we are typically interested when running an FEA on a structure.