期刊
COMPUTATIONAL MECHANICS
卷 33, 期 1, 页码 52-60出版社
SPRINGER
DOI: 10.1007/s00466-003-0499-z
关键词
Mindlin plate theory; shear locking; drilling degrees of freedom; displacement functions of a Timoshenko beam
In this paper flat shell elements are formed by the assemblage of discrete Mindlin plate elements RDKTM and either the constant strain membrane element CST or the Allman's membrane element with drilling degrees of freedom LST. The element RDKTM is a robust Mindlin plate element, which can perform uniformly thick and thin plate bending analysis. It also passes the patch test for thin plate bending, and its convergence for very thin plates can be ensured theoretically. The singularity of the stiffness matrix and membrane locking are studied for the present elements. Numerical examples are presented to show that the present models indeed possess properties of simple formulations, high accuracy for thin and thick shells, and it is free from shear locking for thin plate/shell analysis.
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