An improved solid-shell element based on ANS and EAS concepts (Q6560623)

scientific article; zbMATH DE number 7870041

Language	Label	Description	Also known as
English	An improved solid-shell element based on ANS and EAS concepts	scientific article; zbMATH DE number 7870041

Statements

instance of

scholarly article

0 references

title

An improved solid-shell element based on ANS and EAS concepts (English)

0 references

author

Magdi S. Mostafa

0 references

published in

International Journal for Numerical Methods in Engineering

0 references

publication date

23 June 2024

0 references

zbMATH Keywords

solid shell

0 references

EAS

0 references

ANS

0 references

membrane

0 references

nonlinear

0 references

corotational

0 references

MaRDI profile type

Publication

0 references

cites work

A solid-shell corotational element based on ANDES, ANS and EAS for geometrically nonlinear structural analysis

0 references

On best-fit corotated frames for 3D continuum finite elements

0 references

Explicit algorithms for the nonlinear dynamics of shells

0 references

A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation

0 references

On a stress resultant geometrically exact shell model. I: Formulation and optimal parametrization

0 references

On a stress resultant geometrically exact shell model. IV: Variable thickness shells with through-the-thickness stretching

0 references

On a stress resultant geometrically exact shell model. Part V: Nonlinear plasticity: Formulation and integration algorithms

0 references

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

0 references

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

0 references

Q4365975

0 references

One point quadrature shell element with through-thickness stretch

0 references

A theory and finite element formulation of shells at finite deformations involving thickness change: Circumventing the use of a rotation tensor

0 references

Families of 4-node and 9-node finite elements for a finite deformation shell theory. An assessment of hybrid stress, hybrid strain and enhanced strain elements

0 references

A continuum‐based shell theory for non‐linear applications

0 references

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

0 references

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

0 references

Extension of the ?solid-shell? concept for application to large elastic and large elastoplastic deformations

0 references

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

0 references

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

0 references

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

0 references

Analysis of 3D problems using a new enhanced strain hexahedral element

0 references

An enhanced strain 3D element for large deformation elastoplastic thin-shell applications

0 references

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

0 references

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

0 references

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

0 references

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

0 references

A robust nonlinear solid shell element based on a mixed variational formulation

0 references

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

0 references

One-point quadrature ANS solid-shell element based on a displacement variational formulation. I: Geometrically linear assessment

0 references

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

0 references

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

0 references

Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes

0 references

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

0 references

Generalization of selective integration procedures to anisotropic and nonlinear media

0 references

Q3566755

0 references

Subspace analysis to alleviate the volumetric locking in the 3D solid-shell EFG method

0 references

Reusing linear finite elements in material and geometrically nonlinear analysis -- application to plane stress problems

0 references

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

0 references

An improved assumed strain solid-shell element formulation with physical stabilization for geometric non-linear applications and elastic-plastic stability analysis

0 references

On the use of a reduced enhanced solid-shell (RESS) element for sheet forming simulations

0 references

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

0 references

An eight-node hybrid-stress solid-shell element for geometric non-linear analysis of elastic shells

0 references

Finite elements, finite rotations and small strains fo flexible shells

0 references

Non‐linear transient finite element analysis with convected co‐ordinates

0 references

A unified formulation of small-strain corotational finite elements. I: Theory

0 references

A simple four-noded corotational shell element for arbitrarily large rotations

0 references

Q4877958

0 references

A modified corotational framework for triangular shell elements

0 references

A CO-ROTATIONAL FORMULATION FOR 2-D CONTINUA INCLUDING INCOMPATIBLE MODES

0 references

A FINITE ELEMENT FORMULATION FOR 3-D CONTINUA USING THE CO-ROTATIONAL TECHNIQUE

0 references

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

0 references

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

0 references

Q3995308

0 references

A new approach to reduce membrane and transverse shear locking for one-point quadrature shell elements: linear formulation

0 references

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

0 references

Identifiers

zbMATH Open document ID

1548.65316

0 references

Mathematics Subject Classification ID

0 references

0 references

0 references

0 references

0 references

Sitelinks

Mathematics(1 entry)

mardi Publication:6560623