Development of a one-point quadrature shell element for nonlinear applications with contact and anisotropy.
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Publication:1871004
DOI10.1016/S0045-7825(02)00455-3zbMath1083.74583OpenAlexW2167816846WikidataQ57972915 ScholiaQ57972915MaRDI QIDQ1871004
Frédéric Barlat, Rui P. R. Cardoso, José J. Gracio, Jose M. A. Cesar de Sa, Jeong Whan Yoon
Publication date: 6 May 2003
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0045-7825(02)00455-3
Anisotropy in solid mechanics (74E10) Contact in solid mechanics (74M15) Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25)
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Cites Work
- Unnamed Item
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- A perturbed Lagrangian formulation for the finite element solution of contact problems
- Explicit algorithms for the nonlinear dynamics of shells
- Hourglass control in linear and nonlinear problems
- Efficient implementation of quadrilaterals with high coarse-mesh accuracy
- Resultant-stress degenerated-shell element
- A rigid-plastic finite-element formulation for the analysis of general deformation of planar anisotropic sheet metals and its applications
- A critical survey of the 9-node degenerated shell element with special emphasis on thin shell application and reduced integration
- Nonlinear finite element analysis of shells. I. Three-dimensional shells
- Nonlinear finite element analysis of shells. II. Two-dimensional shells
- Assumed strain stabilization of the 4-node quadrilateral with 1-point quadrature for nonlinear problems
- A finite element analysis of rigid-plastic deformation of the flange in a deep-drawing process based on a fourth-degree yield function
- Large elasto-plastic finite element analysis of solids and shells with the enhanced assumed strain concept
- Earing predictions based on asymmetric nonquadratic yield function
- On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory
- Nonlinear finite element shell formulation accounting for large membrane strains
- Finite element method for sheet forming based on an anisotropic strain-rate potential and the convected coordinate system
- Physical stabilization of the 4-node shell element with one point quadrature
- Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems
- Elasto-plastic finite element method based on incremental deformation theory and continuum based shell elements for planar anisotropic sheet materials.
- A general elasto-plastic finite element formulation based on incremental deformation theory for planar anisotropy and its application to sheet metal forming.
- Numerical implementation of multiplicative elasto-plasticity into assumed strain elements with application to shells at large strains
- Rational approach for assumed stress finite elements
- A Curved C0 Shell Element Based on Assumed Natural-Coordinate Strains
- Generalization of selective integration procedures to anisotropic and nonlinear media
- Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element
- Finite rotation effects in numerical integration of rate constitutive equations arising in large-deformation analysis
- A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
- A stabilization procedure for the quadrilateral plate element with one‐point quadrature
- An augmented lagrangian treatment of contact problems involving friction
- Computational model for 3‐D contact problems with friction based on the penalty method
- Contact‐impact by the pinball algorithm with penalty and Lagrangian methods
- Application of augmented Lagrangian techniques for non‐linear constitutive laws in contact interfaces
- Development of shear locking-free shell elements using an enhanced assumed strain formulation
- EAS‐elements for two‐dimensional, three‐dimensional, plate and shell structures and their equivalence to HR‐elements
- Reduced integration technique in general analysis of plates and shells