A FORMULATION OF THE QS6 ELEMENT FOR LARGE ELASTIC DEFORMATIONS

DOI<1437::AID-NME905>3.0.CO;2-P 10.1002/(SICI)1097-0207(19960515)39:9<1437::AID-NME905>3.0.CO;2-PzbMath0865.73069OpenAlexW2151367823MaRDI QIDQ3122320

Ulrich Hueck, Peter Wriggers

Publication date: 24 April 1997

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19960515)39:9<1437::aid-nme905>3.0.co;2-p

zbMATH Keywords

incompressibilityenhanced strain method

Mathematics Subject Classification ID

Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (17)

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Cites Work

• Variational and projection methods for the volume constraint in finite deformation elasto-plasticity
• Hourglass control in linear and nonlinear problems
• Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems
• Rational approach for assumed stress finite elements
• Generalization of selective integration procedures to anisotropic and nonlinear media
• A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
• Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes
• A non-conforming element for stress analysis
• A formulation for the 4‐node quadrilateral element
• A class of mixed assumed strain methods and the method of incompatible modes

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