Are there any ANSYS LS-DYNA examples verifying BEAM161 cross sectional
properties? My beam deflections under bending do not appear to be correct.
Yes, please see the attached ANSYS LS-DYNA 10.0 cantilever beam example. The theoretical tip deflection is due to bending only, as the shear deflection term is negligible for long, slender beams. . |
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