Elasto-plastic analysis of shells with the triangular element TRIC
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Publication:1858484
DOI10.1016/S0045-7825(02)00308-0zbMath1101.74361MaRDI QIDQ1858484
L. Karapitta, Manolis Papadrakakis, J. H. Argyris
Publication date: 13 February 2003
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25)
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Cites Work
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- Natural description of large inelastic deformations for shells of arbitrary shape - Application of TRUMP element
- On a stress resultant geometrically exact shell model. Part V: Nonlinear plasticity: Formulation and integration algorithms
- Finite element method - The natural approach
- Computational inelasticity
- TRIC: A simple but sophisticated 3-node triangular element based on 6 rigid-body and 12 straining modes for fast computational simulations of arbitrary isotropic and laminated composite shells
- An efficient formulation of integration algorithms for elastoplastic shell analysis based on layered finite element approach
- Large elasto-plastic finite element analysis of solids and shells with the enhanced assumed strain concept
- A comparison of three-dimensional continuum and shell elements for finite plasticity
- Postbuckling performance of the TRIC natural mode triangular element for isotropic and laminated composite shells
- An efficient and locking-free flat anisotropic plate and shell triangular element
- Finite element concepts for finite elastoplastic strains and isotropic stress response in shells: Theoretical and computational analysis
- The TRIC shell element: Theoretical and numerical investigation
- Numerical implementation of multiplicative elasto-plasticity into assumed strain elements with application to shells at large strains
- On the increase of computational algorithm efficiency for elasto‐plastic shell analysis
- A return mapping algorithm for plane stress elastoplasticity
- A simple triangular facet shell element with applications to linear and non-linear equilibrium and elastic stability problems
