A six-node finite element for plate bend
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S. W. Lee; J. C. Zhang
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Article
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1985
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John Wiley and Sons
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English
โ 620 KB
A six-node plate bending element has been developed by employing mixed formulation based on a modified Hellinger--Reissner principle and the Reissner-Mindlin plate bending theory. The numerical result indicates that, among the types of assumed independent transverse shear strains Considered, a combi