The \(C^ 0\) shell plate and beam elements freed from their deficiencies
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Publication:1122390
DOI10.1016/0045-7825(89)90001-7zbMath0675.73039OpenAlexW2034508536MaRDI QIDQ1122390
Publication date: 1989
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(89)90001-7
Related Items (4)
Modelling edge effects with the C0 plate bending elements: Part 1. Analysis of the mechanism ⋮ Unnamed Item ⋮ Predicting and avoiding shear locking in beam vibration problems using the B-spline field approximation method ⋮ The four-node \(C^ 0\) Mindlin plate bending element reformulated. I: Formulation. II: Verification
Uses Software
Cites Work
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- A consistent control of spurious singular modes in the 9-node Lagrange element for the Laplace and Mindlin plate equations
- Hourglass control in linear and nonlinear problems
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- A stabilization matrix for the bilinear Mindlin plate element
- Mixed variational principles and stabilization of spurious modes in the 9-node element
- Shear and membrane locking in curved \(C^ 0\) elements
- AC0 triangular plate element with one-point quadrature
- A quadratic mindlin element using shear constraints
- Efficient linear and nonlinear heat conduction with a quadrilateral element
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- Monomial test: Testing the flexural behavior of the degenerated shell element
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- A study of three-node triangular plate bending elements
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- Analysis of the load carrying mechanisms of shells using the reformulated four-node C0 shell element—The Scordelis-Lo barrel vault problem
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- Reduced integration technique in general analysis of plates and shells
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