Nonlinear versions of flexurally superconvergent elements
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Publication:1823055
DOI10.1016/0045-7825(88)90034-5zbMath0679.73028OpenAlexW1978002510MaRDI QIDQ1823055
Ted Beltytschko, Wing Kam Liu, Jiun-Shyan Chen
Publication date: 1988
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0045-7825(88)90034-5
deformation gradientfirst Piola-Kirchhoff stress tensorgamma-projectionHu-Washizu variational principallarge-displacement problems
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Cites Work
- Unnamed Item
- Finite element stabilization matrices - A unification approach
- Hourglass control in linear and nonlinear problems
- Efficient implementation of quadrilaterals with high coarse-mesh accuracy
- A non-conforming element for stress analysis
- Applications of higher order corotational stretch theories to nonlinear finite element analysis
- On variational methods in finite and incremental elastic deformation problems with discontinuous fields
- Large elastic deformations of isotropic materials VI. Further results in the theory of torsion, shear and flexure
- Large elastic deformations of isotropic materials. V. The problem of flexure
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