A new stabilized enhanced strain element with equal order of interpolation for soil consolidation problems.
type: Item
instance of: scholarly article
title: A new stabilized enhanced strain element with equal order of interpolation for soil consolidation problems.
zbMATH Open document ID: 1181.74138
DOI: 10.1016/S0045-7825(03)00416-X
author: D. Massart
published in: Computer Methods in Applied Mechanics and Engineering
publication date: 2004-03-14T00:00:00Z
Mathematics Subject Classification ID: 74S05
Mathematics Subject Classification ID: 74L10
Mathematics Subject Classification ID: 74F10
Mathematics Subject Classification ID: 86A05
zbMATH DE Number: 2055313
zbMATH Keywords: enhanced strain
zbMATH Keywords: stabilization
zbMATH Keywords: soils
zbMATH Keywords: consolidation
MaRDI profile type: Publication
cites work: EAS‐elements for two‐dimensional, three‐dimensional, plate and shell structures and their equivalence to HR‐elements
cites work: The finite element method with Lagrangian multipliers
cites work: The use of ADINA for analysis of mines with explosive fills
cites work: Theory of Elasticity and Consolidation for a Porous Anisotropic Solid
cites work: Q4105995
cites work: Q3345931
cites work: The inf-sup test
cites work: Q4851743
cites work: Q1091210
cites work: A unified set of single step algorithms part 3: The beta-m method, a generalization of the Newmark scheme
cites work: Q4255437
cites work: Mixed finite element methods - reduced and selective integration techniques: a unification of concepts
cites work: A FOUR-NODE QUADRILATERAL MIXED-INTERPOLATED ELEMENT FOR SOLIDS AND FLUIDS
cites work: A mixed displacement-pressure formulation for numerical analysis of plastic failure
cites work: Stabilized low-order finite elements for failure and localization problems in undrained soils and foundations
cites work: A class of mixed assumed strain methods and the method of incompatible modes
cites work: Fluid‐structure dynamic interaction and wave forces. An introduction to numerical treatment
cites work: Static and dynamic behaviour of soils : a rational approach to quantitative solutions. I. Fully saturated problems
cites work: The patch test for mixed formulations
cites work: Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solution
cites work: Finite element method. Vol. 1: The basis.
cites work: Incompressibility without tears—HOW to avoid restrictions of mixed formulation
cites work: Static and dynamic behaviour of soils: a rational approach to quantitative solutions. II. Semi-saturated problems
full work available at URL: s0045-7825(03)00416-x
OpenAlex ID: W1975685242
description: scientific article; zbMATH DE number 2055313