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2010

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Full-Text Articles in Civil Engineering

New Twelve Node Serendipity Quadrilateral Plate Bending Element Based On Mindlin-Reissner Theory Using Integrated Force Method, Zamin Jumaat Dec 2009

New Twelve Node Serendipity Quadrilateral Plate Bending Element Based On Mindlin-Reissner Theory Using Integrated Force Method, Zamin Jumaat

Zamin Jumaat

The Integrated Force Method (IFM) is a novel matrix formulation developed for analyzing the civil, mechanical and aerospace engineering structures. In this method all independent/internal forces are treated as unknown variables which are calculated by simultaneously imposing equations of equilibrium and compatibility conditions. This paper presents a new 12-node serendipity quadrilateral plate bending element MQP12 for the analysis of thin and thick plate problems using IFM. The MindlinReissner plate theory has been employed in the formulation which accounts the effect of shear deformation. The performance of this new element with respect to accuracy and convergence is studied by analyzing many …