A novel versatile multilayer hybrid stress solid-shell element (Q356802)

scientific article; zbMATH DE number 6192176

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English	A novel versatile multilayer hybrid stress solid-shell element	scientific article; zbMATH DE number 6192176

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instance of

scholarly article

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title

A novel versatile multilayer hybrid stress solid-shell element (English)

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Computational Mechanics

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publication date

26 July 2013

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zbMATH Keywords

locking free

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hybrid stress solid-shell element

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multilayer anisotropic composites

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interlaminar stress

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multifield variational principle

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enhanced assumed strains

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assumed natural strains

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MaRDI profile type

Publication

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full work available at URL

https://doi.org/10.1007/s00466-012-0749-z

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cites work

Stress fields in composite laminates

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Development of shear locking-free shell elements using an enhanced assumed strain formulation

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Finite elements based on consistently assumed stresses and displacements

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State-of-the-art development of hybrid/mixed finite element method

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On the suppression of zero energy deformation modes

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A three-dimensional hybrid stress isoparametric element for the analysis of laminated composite plates

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Rational approach for assumed stress finite elements

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Relations between incompatible displacement model and hybrid stress model

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A rational approach for choosing stress terms for hybrid finite element formulations

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Q4398329

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A three‐dimensional multilayer composite finite element for stress analysis of composite laminates

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Classification of stress modes in assumed stress fields of hybrid finite elements

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A hybrid-stress finite-element formulation for thick multilayer laminates

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A traction-free-edge hybrid-stress element for the analysis of edge effects in cross-ply laminates

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Hybrid-stress isoparametric elements for moderately thick and thin multilayer plates

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Comparison of hybrid-stress element through-thickness distributions corresponding to a high-order plate theory

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Partial hybrid stress element for vibrations of thick laminated composite plates

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Improvements on the higher order plate element with partial hybrid stress model

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A large deformation solid-shell concept based on reduced integration with hourglass stabilization

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Q4365975

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A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness: Part I-geometrically linear applications

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A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness—part II: nonlinear applications

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Optimal solid shells for nonlinear analyses of multilayer composites. I: Statics.

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Optimal solid shells for nonlinear analyses of multilayer composites. II: Dynamics.

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A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains

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A systematic development of ‘solid-shell’ element formulations for linear and non-linear analyses employing only displacement degrees of freedom

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A theoretical and computational model for isotropic elastoplastic stress analysis in shells at large strains

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Enhanced assumed strain (EAS) and assumed natural strain (ANS) methods for one-point quadrature solid-shell elements

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A reduced integration solid-shell finite element based on the EAS and the ANS concept-Geometrically linear problems

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A reduced integration solid-shell finite element based on the EAS and the ANS concept-Large deformation problems

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A partial hybrid stress solid-shell element for the analysis of laminated composites

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A class of mixed assumed strain methods and the method of incompatible modes

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An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element

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Q3226316

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ON THE BOUNDS OF EIGENVALUES

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Parametrized multifield variational principles in elasticity: I. Mixed functionals

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Parametrized multifield variational principles in elasticity: II. Hybrid functionals and the free formulation

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On the formulation of enhanced strain finite elements in finite deformations

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EAS‐elements for two‐dimensional, three‐dimensional, plate and shell structures and their equivalence to HR‐elements

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Towards efficient and robust elements for 3D-soil plasticity

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A geometrical non-linear brick element based on the EAS-method

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A non-conforming element for stress analysis

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Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element

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A variational justification of the assumed natural strain formulation of finite elements—I. Variational principles

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A new volumetric and shear locking‐free 3D enhanced strain element

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Development of a one-point quadrature shell element for nonlinear applications with contact and anisotropy.

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A Simple Higher-Order Theory for Laminated Composite Plates

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Physical stabilization of the 4-node shell element with one point quadrature

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Identifiers

zbMATH Open document ID

1366.74074

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Mathematics Subject Classification ID

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10.1007/S00466-012-0749-Z

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Sitelinks

Mathematics(1 entry)

mardi Publication:356802