A node-based uniform strain virtual element method for compressible and nearly incompressible elasticity

被引:3
|
作者
Ortiz-Bernardin, A. [1 ]
Silva-Valenzuela, R. [1 ,2 ]
Salinas-Fernandez, S. [3 ]
Hitschfeld-Kahler, N. [3 ]
Luza, S. [1 ]
Rebolledo, B. [1 ]
机构
[1] Univ Chile, Dept Mech Engn, Computat & Appl Mech Lab, Av Beauchef 851, Santiago 8370456, Chile
[2] Univ La Serena, Dept Mech Engn, La Serena, Chile
[3] Univ Chile, Dept Comp Sci, Santiago, Chile
关键词
linear elasticity; nodal integration; strain averaging; uniform strain; virtual element method; volumetric locking; MOVING LEAST-SQUARES; FINITE-ELEMENTS; MESH-FREE; TETRAHEDRAL ELEMENT; STABILITY ANALYSIS; INTEGRATION; FORMULATION; CONSISTENT; CONSTRUCTION;
D O I
10.1002/nme.7189
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We propose a combined nodal integration and virtual element method for compressible and nearly incompressible elasticity, wherein the strain is averaged at the nodes from the strain of surrounding virtual elements. For the strain averaging procedure, a nodal averaging operator is constructed using a generalization to virtual elements of the node-based uniform strain approach for finite elements. We refer to the proposed technique as the node-based uniform strain virtual element method (NVEM). No additional degrees of freedom are introduced in this approach, thus resulting in a displacement-based formulation. A salient feature of the NVEM is that the stresses and strains become nodal variables just like displacements, which can be exploited in nonlinear simulations. Through several benchmark problems in compressible and nearly incompressible elasticity as well as in elastodynamics, we demonstrate that the NVEM is accurate, optimally convergent and devoid of volumetric locking.
引用
收藏
页码:1818 / 1855
页数:38
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