An alternative formulation for quasi-static frictional and cohesive contact problems

被引:0
|
作者
P. Areias
A. Pinto da Costa
T. Rabczuk
F. J. M. Queirós de Melo
D. Dias-da-Costa
Mourad Bezzeghoud
机构
[1] University of Évora,Physics Department
[2] ICIST,Departamento de Engenharia Civil, Arquitetura e Georecursos, Instituto Superior Técnico
[3] University of Lisbon,Institute of Structural Mechanics
[4] Bauhaus-University Weimar,Departamento de Engenharia Mecânica
[5] University of Aveiro,INESC Coimbra, Department of Civil Engineering
[6] School of Civil Engineering,undefined
[7] The University of Sydney,undefined
[8] University of Coimbra,undefined
[9] CGE,undefined
[10] Centro de Geofísica de Évora,undefined
来源
Computational Mechanics | 2014年 / 53卷
关键词
Friction; Cohesive law; Complementarity;
D O I
暂无
中图分类号
学科分类号
摘要
It is known by Engineering practitioners that quasi-static contact problems with friction and cohesive laws often present convergence difficulties in Newton iteration. These are commonly attributed to the non-smoothness of the equilibrium system. However, non-uniqueness of solutions is often an obstacle for convergence. We discuss these conditions in detail and present a general algorithm for 3D which is shown to have quadratic convergence in the Newton–Raphson iteration even for parts of the domain where multiple solutions exist. Chen–Mangasarian replacement functions remove the non-smoothness corresponding to both the stick-slip and normal complementarity conditions. Contrasting with Augmented Lagrangian methods, second-order updating is performed for all degrees-of-freedom. Stick condition is automatically selected by the algorithm for regions with multiple solutions. The resulting Jacobian determinant is independent of the friction coefficient, at the expense of an increased number of nodal degrees-of-freedom. Aspects such as a dedicated pivoting for constrained problems are also of crucial importance for a successful solution finding. The resulting 3D mixed formulation, with 7 degrees-of-freedom in each node (displacement components, friction multiplier, friction force components and normal force) is tested with representative numerical examples (both contact with friction and cohesive force), which show remarkable robustness and generality.
引用
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页码:807 / 824
页数:17
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