A four-node, shear-deformable shell element developed via explicit Kirchhoff constraints
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Publication:4525123
DOI<1065::AID-NME992>3.0.CO;2-5 10.1002/1097-0207(20001120)49:8<1065::AID-NME992>3.0.CO;2-5zbMath0998.74073OpenAlexW2053157288MaRDI QIDQ4525123
Jane Liu, H. R. Riggs, Alexander Tessler
Publication date: 26 November 2002
Full work available at URL: https://doi.org/10.1002/1097-0207(20001120)49:8<1065::aid-nme992>3.0.co;2-5
Kirchhoff constraintsthin-plate limitcross-diagonal assemblyfour-node shear-deformable shell elementmembrane displacement field
Related Items (2)
Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Large deflection analysis of plates and cylindrical shells by an efficient four-node flat element with mesh distortions
Uses Software
Cites Work
- A priori identification of shear locking and stiffening in triangular Mindlin elements
- A \(C^ 0\)-anisoparameteric three-node shallow shell element
- A three-node Mindlin plate element with improved transverse shear
- Stress projection for membrane and shear locking in shell finite elements
- A shear-flexible facet shell element for large deflection and instablitity analysis
- Nonlinear thermoelastic analysis of composite panels under non-uniform temperature distribution
- An efficient 4‐node 24 D.O.F. thick shell finite element with 5‐point quadrature
- A compatible triangular element including vertex rotations for plane elasticity analysis
- A robust quadrilateral membrane finite element with drilling degrees of freedom
- Fundamental considerations for the finite element analysis of shell structures
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