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GEOMETRICALLY NONLINEAR ANALYSIS OF MINDLIN PLATE USING THE INCOMPATIBLE BENDING ELEMENTS WITHIN TERNAL SH
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作者 焦兆平 吴长春 卞学 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1994年第6期507-516,共10页
An approach of the incompatible elements with additional internal shear strain is,in the presem paper,suggested and applied to geometrically nonlinear analysis of Mi-ndlin plate bending problem.It provides a quite cov... An approach of the incompatible elements with additional internal shear strain is,in the presem paper,suggested and applied to geometrically nonlinear analysis of Mi-ndlin plate bending problem.It provides a quite covenient way to avoid the whear loc-king troubles.An energy consistency condition for this kind of C°elements is offered.The nonlinear element formulations and some numerical results are presented. 展开更多
关键词 internal shear strain. geometrically nonlinear shear locking.con-sistency condition
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