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Hi, I have observed that the command to reform the element matrices Thank you, |
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Hi @lschuler1 Louis. Can you please describe the FEM. How many elements/nodes are there? And what types of elements? Which MAPDL version are you using? How much time does it take to elform and solve? There could be a pretty big difference in forming the stiffness matrix between a fully integrated 20 node hex (14 int points) or a reduced integration 8 node hex (1 int point). Something like that can throw off our expectations. Or you may have found an issue that needs to be addressed. Are you an commercial Ansys customer? If so I'd recommend opening an Service Request. This seems to be an MAPDL issue that needs investigating and not specific to PyMAPDL. If you cannot open an Service Request....well we will figure something out. Mike |
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Hi @lschuler1 Louis. Can you please describe the FEM. How many elements/nodes are there? And what types of elements? Which MAPDL version are you using? How much time does it take to elform and solve?
When you say 'as much time' what does that mean? Generally speaking? Or did you time it somehow.
What physics and solver type are you comparing to?
There could be a pretty big difference in forming the stiffness matrix between a fully integrated 20 node hex (14 int points) or a reduced integration 8 node hex (1 int point). Something like that can throw off our expectations.
Or you may have found an issue that needs to be addressed. Are you an commercial Ansys customer? If so I'd recommend ope…