A large deformation mortar formulation of self contact with finite sliding

被引:33
作者
Yang, Bin [1 ]
Laursen, Tod A. [1 ]
机构
[1] Duke Univ, Dept Civil & Environm Engn, Computat Mech Lab, Durham, NC 27708 USA
关键词
mortar methods; self contact; contact searching; bounding volume hierarchy; finite elements;
D O I
10.1016/j.cma.2007.09.004
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents a new numerical method, in which self contact phenomena associated with a body undergoing large deformations and sliding can be described. In particular, the approach relies on a particular extension of the mortar approach appropriate for this class of problems. A bounding volume hierarchy (organized as a binary tree) is built for the self contact surface, based on the geometry and the mesh connectivity of the surface. A curvature criterion, using a new algorithm to detect subsurface adjacency, is used to accelerate the self contact searching procedure. To ensure that the mortar traction fields are properly defined on contiguous surface patches, a novel facet sorting algorithm is also proposed, based on the mesh connectivity of the contact element pairs found by the self contact searching algorithm. Several two- and three-dimensional numerical examples show the new self contact mortar formulation to be very efficient, and also demonstrate that it can be combined with multi-body contact algorithms to simulate a very general class of contact problems. (c) 2007 Elsevier B.V. All rights reserved.
引用
收藏
页码:756 / 772
页数:17
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