Exact corotational shell for finite strains and fracture

被引:32
作者
Areias, P. [1 ,2 ]
Garcao, J. [1 ,3 ]
Pires, E. B. [2 ,4 ]
Barbosa, J. Infante [1 ,3 ]
机构
[1] Univ Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
[2] ICIST, Lisbon, Portugal
[3] IDMEC, Lisbon, Portugal
[4] Inst Super Tecn, Dept Engn Civil & Arquitectura, P-1049001 Lisbon, Portugal
关键词
Shells; Finite element; Corotational; Plasticity; Fracture; ELEMENT; FORMULATION; STRESS; PLASTICITY; ROTATIONS; CHOICE;
D O I
10.1007/s00466-011-0588-3
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
The corotational method for frame-invariant elements is generalized to obtain a consistent large-strain shell element incorporating thickness extensibility. The resulting element allows arbitrary in-plane deformations and is distinct from the traditional corotational methods (either quadrature-based or element-based) in the sense that the corotational frame is exact. The polar decomposition operation is performed in two parts, greatly simplifying the linearization calculations. Expressions for the strain-degrees-of-freedom matrices are given for the first time. The symbolic calculations are performed with a well-known algebraic system with a code generation package. Classical linear benchmarks are shown with excellent results. Applications with hyperelasticity and finite strain plasticity are presented, with asymptotically quadratic convergence and very good benchmark results. An example of finite strain plasticity with fracture is solved successfully, showing remarkable robustness without the need of enrichment techniques.
引用
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页码:385 / 406
页数:22
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