A FORMULATION OF THE QS6 ELEMENT FOR LARGE ELASTIC DEFORMATIONS
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Publication:3122320
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
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
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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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