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Article
Publication date: 1 April 1990

Klaus‐Jürgen Bathe, Miguel Luiz Bucalem and Franco Brezzi

We briefly summarize the theoretical formulations of our MITC plate bending elements and then present numerical convergence results. The elements are based on Reissner‐Mindlin…

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Abstract

We briefly summarize the theoretical formulations of our MITC plate bending elements and then present numerical convergence results. The elements are based on Reissner‐Mindlin plate theory and a mixed‐interpolation of the transverse displacement, section rotations and transverse shear strain components. We consider our 4, 9 and 16‐node quadrilateral elements and our 7 and 12‐node triangular elements. The theoretical and numerical results indicate the high reliability and effectiveness of our elements.

Details

Engineering Computations, vol. 7 no. 4
Type: Research Article
ISSN: 0264-4401

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