Application of the continuum shell finite element SHB8PS to sheet forming simulation using an extended large strain anisotropic elastic-plastic formulation

DOI10.1007/s00419-012-0620-xzbMath1293.74415OpenAlexW2159083132MaRDI QIDQ396311

A. Salahouelhadj, H. Chalal, Farid Abed-Meraim, Tudor Balan

Publication date: 13 August 2014

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00419-012-0620-x

zbMATH Keywords

sheet metal formingreduced integrationspringbackanisotropic plasticityassumed strain methodelastic-plastic behaviorphysical stabilizationsolid-shell element

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15) Shells (74K25)

Uses Software

• ABAQUS/Standard

Cites Work

• Unnamed Item
• Sheet metal forming and springback simulation by means of a new reduced integration solid-shell finite element technology
• On the use of a reduced enhanced solid-shell (RESS) element for sheet forming simulations
• Investigation of advanced strain-path dependent material models for sheet metal forming simulations
• On a stress resultant geometrically exact shell model. Part V: Nonlinear plasticity: Formulation and integration algorithms
• Stability analysis using a geometrically nonlinear assumed strain solid shell element model
• A stabilized hybrid-stress solid element for geometrically nonlinear homogeneous and laminated shell analyses
• A comparison of three-dimensional continuum and shell elements for finite plasticity
• Springback prediction for sheet metal forming process using a 3D hybrid membrane/shell method.
• Optimal solid shells for nonlinear analyses of multilayer composites. I: Statics.
• A hybrid stress nine-node degenerate shell element for geometric nonlinear analysis
• Finite element concepts for finite elastoplastic strains and isotropic stress response in shells: Theoretical and computational analysis
• A theoretical and computational model for isotropic elastoplastic stress analysis in shells at large strains
• Numerical analysis of complex instability behaviour using incremental-iterative strategies
• Assumed strain stabilization of the eight node hexahedral element
• An enhanced strain 3D element for large deformation elastoplastic thin-shell applications
• On a physically stabilized one point finite element formulation for three-dimensional finite elasto-plasticity
• A robust nonlinear solid shell element based on a mixed variational formulation
• A resultant 8-node solid-shell element for geometrically nonlinear analysis
• A reduced integration solid-shell finite element based on the EAS and the ANS concept-Large deformation problems
• A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness—part II: nonlinear applications
• A reduced integration solid-shell finite element based on the EAS and the ANS concept-Geometrically linear problems
• An improved assumed strain solid-shell element formulation with physical stabilization for geometric non-linear applications and elastic-plastic stability analysis
• Enhanced one-point quadrature shell element for nonlinear applications
• A large deformation solid-shell concept based on reduced integration with hourglass stabilization
• Enhanced assumed strain (EAS) and assumed natural strain (ANS) methods for one-point quadrature solid-shell elements
• Time integration scheme for elastoplastic models based on anisotropic strain-rate potentials
• On the Variational Foundations of Assumed Strain Methods
• Elements with embedded localization zones for large deformation problems
• Generalization of selective integration procedures to anisotropic and nonlinear media
• Finite rotation effects in numerical integration of rate constitutive equations arising in large-deformation analysis
• A systematic development of ‘solid-shell’ element formulations for linear and non-linear analyses employing only displacement degrees of freedom
• A new stabilization technique for finite elements in non-linear elasticity
• Elastoplastic stability analysis of shells using the physically stabilized finite elementSHB8PS
• Analysis of 3D problems using a new enhanced strain hexahedral element
• A stabilization technique to avoid hourglassing in finite elasticity
• A hybrid stress ANS solid-shell element and its generalization for smart structure modelling. Part I?solid-shell element formulation
• A class of mixed assumed strain methods and the method of incompatible modes
• Reduced integration technique in general analysis of plates and shells
• A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness: Part I-geometrically linear applications
• On the Equivalent of Mixed Element Formulations and the Concept of Reduced Integration in Large Deformation Problems

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