An unsymmetric 4-node, 8-DOF plane membrane element perfectly breaking through MacNeal's theorem

被引:40
作者
Cen, Song [1 ,4 ,5 ]
Zhou, Pei-Lei [1 ]
Li, Chen-Feng [2 ,3 ]
Wu, Cheng-Jin [1 ]
机构
[1] Tsinghua Univ, Sch Aerosp Engn, Dept Engn Mech, Beijing 100084, Peoples R China
[2] Swansea Univ, Coll Engn, Zienkiewicz Ctr Computat Engn, Swansea SA2 8PP, W Glam, Wales
[3] Swansea Univ, Coll Engn, Energy Safety Res Inst, Swansea SA2 8PP, W Glam, Wales
[4] Tsinghua Univ, Sch Aerosp Engn, Ctr High Performance Comp, Beijing 100084, Peoples R China
[5] Tsinghua Univ, Sch Aerosp Engn, Key Lab Appl Mech, Beijing 100084, Peoples R China
基金
高等学校博士学科点专项科研基金; 中国国家自然科学基金;
关键词
finite element; 4-node plane membrane element; unsymmetric formulation; analytical trial function; the second form of quadrilateral area coordinates (QACM-II); MacNeal's theorem; QUADRILATERAL AREA COORDINATE; QUADRATURE SHELL ELEMENTS; MESHFREE QUAD4 ELEMENT; HYBRID-STRESS ELEMENTS; METHOD QACM-II; FINITE-ELEMENTS; DISPLACEMENT-FIELDS; NONLINEAR ANALYSES; PATCH TESTS; DISTORTION;
D O I
10.1002/nme.4899
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Among numerous finite element techniques, few models can perfectly (without any numerical problems) break through MacNeal's theorem: any 4-node, 8-DOF membrane element will either lock in in-plane bending or fail to pass a C-0 patch test when the element's shape is an isosceles trapezoid. In this paper, a 4-node plane quadrilateral membrane element is developed following the unsymmetric formulation concept, which means two different sets of interpolation functions for displacement fields are simultaneously used. The first set employs the shape functions of the traditional 4-node bilinear isoparametric element, while the second set adopts a novel composite coordinate interpolation scheme with analytical trail function method, in which the Cartesian coordinates (x,y) and the second form of quadrilateral area coordinates (QACM-II) (S,T) are applied together. The resulting element US-ATFQ4 exhibits amazing performance in rigorous numerical tests. It is insensitive to various serious mesh distortions, free of trapezoidal locking, and can satisfy both the classical first-order patch test and the second-order patch test for pure bending. Furthermore, because of usage of the second form of quadrilateral area coordinates (QACM-II), the new element provides the invariance for the coordinate rotation. It seems that the behaviors of the present model are beyond the well-known contradiction defined by MacNeal's theorem. Copyright (c) 2015 John Wiley & Sons, Ltd.
引用
收藏
页码:469 / 500
页数:32
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