Abstract
AbstractA shear locking free isoparametric three‐node triangular plate bending element, KEYA, is developed. Reissner/Mindlin theory that incorporates transverse shear deformation is assumed in the plate formulation. Numerical results include patch tests, convergence of transverse displacement and stress resultants, and variations of them for various parametric effects on cantilever, simply supported and clamped plates.
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Schedule a callMore From: International journal for numerical methods in engineering
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