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Geometrically nonlinear analysis of mindlin plate using the incompatible bending elements with internal shear strain
Authors:Jiao Zhao-ping  Wu Chang-chun  T H H Pian
Institution:1. South China Construction University, West Campus, Guangzhou; 2. University of Science and Technology of China, Hefei; 3. Massachusetts Institute of Technology, Cambridge, U. S. A.
Abstract:An approach of the incompatible elements with additional internal shear strain is, in the present paper, suggested and applied to geometrically nonlinear analysis of Mindlin plate bending problem. It provides a quite covenient way to avoid the shear locking troubles. An energy consistency condition for this kind of C° elements is offered. The nonlinear element formulations and some numerical results are presented. Project supported by the National Education Committee. Foundation of China
Keywords:internal shear strain  geometrically nonlinear shear locking  con-sistency condition
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