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Hi everyone, As stated in the title: is it possible for a slender beam not to buckle if the axial load reaches the buckling limit? (Suppose we have a beam of perfect geometry and a perfectly...
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Hi there, I have a problem modelling a piece of cloth in COMSOL. The key feature of cloth is that it has no bending stiffness or out-of-plane shear stiffness. Could you tell me how to set the...
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