Exact corotational shell for finite strains and fracture
被引:32
作者:
Areias, P.
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Univ Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
ICIST, Lisbon, PortugalUniv Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
Areias, P.
[1
,2
]
Garcao, J.
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机构:
Univ Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
IDMEC, Lisbon, PortugalUniv Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
Garcao, J.
[1
,3
]
Pires, E. B.
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机构:
ICIST, Lisbon, Portugal
Inst Super Tecn, Dept Engn Civil & Arquitectura, P-1049001 Lisbon, PortugalUniv Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
Pires, E. B.
[2
,4
]
Barbosa, J. Infante
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h-index: 0
机构:
Univ Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
IDMEC, Lisbon, PortugalUniv Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
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
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.
机构:
Univ Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, PortugalUniv Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
Areias, Pedro M. A.
Ritto-Correa, Manuel C.
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机构:
Inst Super Tecn, ICIST, Dept Civil Engn, P-1049001 Lisbon, PortugalUniv Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
Ritto-Correa, Manuel C.
Martins, Joao A. C.
论文数: 0引用数: 0
h-index: 0
机构:Univ Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
机构:
Univ Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, PortugalUniv Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
Areias, Pedro M. A.
Ritto-Correa, Manuel C.
论文数: 0引用数: 0
h-index: 0
机构:
Inst Super Tecn, ICIST, Dept Civil Engn, P-1049001 Lisbon, PortugalUniv Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal
Ritto-Correa, Manuel C.
Martins, Joao A. C.
论文数: 0引用数: 0
h-index: 0
机构:Univ Evora, Dept Fis, Colegio Luis Antonio Verney, P-7002554 Evora, Portugal