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Summary of the problem SFE (surface load on element faces) or F (nodal forces on nodes on the face). ###Our assumptions & confusion This raises questions: We’re looking for the most physically rigorous yet practical approach used by experienced MAPDL analysts or by ANSYS itself under the hood. Any insight (or example input scripts) would be greatly appreciated! |
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Interesting question. Long answer.You are right, SFE only applies pressure (PRES) on element faces. From my understanding of FEM, at the end of the day, every load is transferred to nodes. Hence this pressure will be also transferred to the nodes. A non-fully-normal force should be also transferred to the nodes. So in theory, using I would say there is also an option of using contact elements. You could define some SURF elements on top of the surface you want to apply, define a frictional contact and apply a displacement/force on them. But I guess that controlling the force applied on the original surface is going to be complex. I would probably go for the easy answer: Easy answerTake Ansys Workbench, apply a force in the desired direction in a surface. Export the |
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Interesting question.
Long answer.
You are right, SFE only applies pressure (PRES) on element faces. From my understanding of FEM, at the end of the day, every load is transferred to nodes. Hence this pressure will be also transferred to the nodes.
A non-fully-normal force should be also transferred to the nodes. So in theory, using
F
is the way.However, you need to calculate yourself the values of normal force and tangential force at each node, and depending on the surface geometry it might be complex (rotate the coordinate system might be something that helps with this). Additionally, if the mesh is too coarse, you might miss some effects (like a warping arising from the tangential for…