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Eight-node shell element based on incompatible modes - MaRDI portal

Eight-node shell element based on incompatible modes (Q3612330)

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Language	Label	Description	Also known as
English	Eight-node shell element based on incompatible modes	scientific article

Statements

scholarly article

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Eight-node shell element based on incompatible modes (English)

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Communications in Numerical Methods in Engineering

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publication date

3 March 2009

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zbMATH Keywords

degenerate shell elements

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rational deflection-rotation relationship

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patch test

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MaRDI profile type

MaRDI publication profile

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full work available at URL

https://doi.org/10.1002/cnm.1108

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

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Three‐dimensional extension of non‐linear shell formulation based on the enhanced assumed strain concept

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Rational approach for assumed stress finite elements

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A class of equivalent enhanced assumed strain and hybrid stress finite elements

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On the Variational Foundations of Assumed Strain Methods

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

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A generalization of the method of incompatible modes

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The patch test—a condition for assessing FEM convergence

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The finite element patch test revisited. A computer test for convergence, validation and error estimates

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

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A non-conforming element for stress analysis

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Consistency condition and convergence criteria of incompatible elements: General formulation of incompatible functions and its application

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Direct modification for non-conforming elements with drilling DOF

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A further study on incompatible models: Revise-stiffness approach and completeness of trial functions

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A resultant 8-node solid-shell element for geometrically nonlinear analysis

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

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A hybrid stress ANS solid-shell element and its generalization for smart structure modelling. Part I?solid-shell element formulation

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A formulation of general shell elements—the use of mixed interpolation of tensorial components

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Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems

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A mixed finite element for plate bending with eight enhanced strain modes

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Identifiers

zbMATH Open document ID

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Mathematics Subject Classification ID

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zbMATH DE Number

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10.1002/CNM.1108

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Sitelinks

Mathematics(1 entry)

mardi Publication:3612330

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