Arbitrary order 2D virtual elements for polygonal meshes: part II, inelastic problem

被引:72
作者
Artioli, E. [1 ]
da Veiga, L. Beirao [2 ]
Lovadina, C. [3 ]
Sacco, E. [4 ]
机构
[1] Univ Roma Tor Vergata, Dept Civil Engn & Comp Sci, Via Politecn 1, I-00133 Rome, Italy
[2] Univ Milano Bicocca, Dept Math & Applicat, Via Roberto Cozzi 55, I-20125 Milan, Italy
[3] Univ Milan, Dept Math, Via Cesare Saldini 50, I-20133 Milan, Italy
[4] Univ Cassino & Southern Lazio, Civil Engn & Mech Engn, Via Di Biasio 43, I-03043 Cassino, Italy
关键词
Virtual element method; Plasticity; Viscoelasticity; Shape memory alloy; Material nonlinearity; 3-DIMENSIONAL MODEL; 3D; ALGORITHM; FRAMEWORK; ERROR;
D O I
10.1007/s00466-017-1429-9
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
The present paper is the second part of a twofold work, whose first part is reported in Artioli et al. (Comput Mech, 2017. doi: 10.1007/s00466- 017- 1404- 5), concerning a newly developed Virtual element method (VEM) for 2D continuum problems. The first part of the work proposed a study for linear elastic problem. The aim of this part is to explore the features of the VEM formulation when material nonlinearity is considered, showing that the accuracy and easiness of implementation discovered in the analysis inherent to the first part of the work are still retained. Three different nonlinear constitutive laws are considered in the VEM formulation. In particular, the generalized viscoelastic model, the classical Mises plasticity with isotropic/kinematic hardening and a shape memory alloy constitutive law are implemented. The versatility with respect to all the considered nonlinear material constitutive laws is demonstrated through several numerical examples, also remarking that the proposed 2D VEM formulation can be straightforwardly implemented as in a standard nonlinear structural finite element method framework.
引用
收藏
页码:643 / 657
页数:15
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