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A \(C^ 0\) eight-node membrane-shear-bending element for geometrically nonlinear (static and dynamic) analysis of laminates. (English) Zbl 0884.73066

A new eight-node \(C^0\) membrane-plate quadrilateral finite element is presented to analyse static and dynamic moderately large deflections of moderately thick laminates. The finite element is based on the Reissner-Mindlin plate theory and on the shear-bending (plate) theory. We improve isoparametric membrane response without adding zero-energy modes, and the moderately large deflection static and dynamic analysis of laminates based on von Karman’s assumptions. Finally, some numerical simulations are presented.

MSC:

74S05 Finite element methods applied to problems in solid mechanics
74K20 Plates
74E30 Composite and mixture properties
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