Free and forced vibration analyses using the four-node quadrilateral element with continuous nodal stress

被引:13
|
作者
Yang, Yongtao [1 ]
Chen, Li [1 ]
Xu, Dongdong [2 ]
Zheng, Hong [1 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Peoples R China
[2] Yangtze River Sci Res Inst, Minist Water Resources, Key Lab Geotech Mech & Engn, Wuhan, Peoples R China
基金
中国国家自然科学基金;
关键词
Partition of unity method; 'FE-Meshfree' element; Quad4-CNS; Mesh distortion; Free and forced vibration analyses; NUMERICAL MANIFOLD METHOD; POINT INTERPOLATION METHOD; POLYNOMIAL BASIS FUNCTIONS; MESHFREE QUAD4 ELEMENT; COLLISION RESOLUTION; PARTICLE METHODS; UNITY METHOD; PARTITION; SOLIDS; MECHANICS;
D O I
10.1016/j.enganabound.2016.05.005
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The recently published four-node quadrilateral element with continuous nodal stress (Quad4-CNS) is extended to free and forced vibration analyses of two-dimensional solids. The Quad4-CNS element can be regarded as a partition-of-unity (PU) based 'FE-Meshfree' element which inherits better accuracy, higher convergence rate, and high tolerance to mesh distortion from the meshfree methods, while preserving the Kronecker-delta property of the finite element method (FEM). Moreover, the Quad4-CNS element is free from the linear dependence problem which otherwise cripples many of the PU based finite elements. Several free and forced vibration problems are solved and the performance of the element is compared with that of the four-node isoparametric quadrilateral element (Quad4) and eight node isoparametric quadrilateral element (Quad8). The results show that, for regular meshes, the performance of the element is superior to that of Quad4 element, and comparable to that of Quad8 element. For distorted meshes, the present element has better mesh-distortion tolerance than Quad4 and Quad8 elements. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 11
页数:11
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