Finite strain fracture of plates and shells with configurational forces and edge rotations

被引:237
作者
Areias, P. [1 ]
Rabczuk, T. [2 ]
机构
[1] Univ Evora, Dept Phys, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
[2] Bauhaus Univ Weimar, Inst Struct Mech, D-99423 Weimar, Germany
关键词
fracture; shell; configurational forces; plasticity; edge rotation; CRACK-PROPAGATION; ELEMENT-METHOD; PLASTICITY; MECHANICS; DAMAGE; DISCONTINUITIES; FORMULATION; SIMULATION; GROWTH; PLANE;
D O I
10.1002/nme.4477
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We propose a simple and efficient algorithm for FEM-based computational fracture of plates and shells with both brittle and ductile materials on the basis of edge rotation and load control. Rotation axes are the crack front nodes, and each crack front edge in surface discretizations affects the position of only one or two nodes. Modified positions of the entities maximize the modified mesh quality complying with the predicted crack path (which depends on the specific propagation theory in use). Compared with extended FEM or with classical tip remeshing, the proposed solution has algorithmic and generality advantages. The propagation algorithm is simpler than the aforementioned alternatives, and the approach is independent of the underlying element used for discretization. For history-dependent materials, there are still some transfer of relevant quantities between elements. However, diffusion of results is more limited than with tip or full remeshing. To illustrate the advantages of our approach, three prototype models are used: tip energy dissipation linear elastic fracture mechanics (LEFM), cohesive-zone approaches, and ductile fracture. Both the Sutton crack path criterion and the path estimated by the Eshelby tensor are employed. Traditional fracture benchmarks, including one with plastic hinges, and newly proposed verification tests are solved. These were found to be very good in terms of crack path and load/deflection accuracy. Copyright (c) 2013 John Wiley & Sons, Ltd.
引用
收藏
页码:1099 / 1122
页数:24
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