Hello, I am trying to make an analysis of wheel impact on the floor. During the analysis i faced zero volume tetra elements. Masses of the materials were upscaled to run the analysis faster (to be sure it works before letting it run for 9 hours). In my opinion small value in tetra collapse doesn't effect. I attached the model. Thanks in advance.
In addition, I searched through forum for the solution and didn't find anything helpful. (added dt/brick/cts, distance in rigid wall, istmr =2, increased thickness to shell elements, increased Gapmin )
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