A problem of unsymmetrical bending of shear-deformable circular ring plates

DOI10.1007/BF00539550zbMath0553.73030OpenAlexW202955530MaRDI QIDQ3216204

J. E. Reissner, Eric Reissner

Publication date: 1985

Published in: Ingenieur-Archiv (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf00539550

zbMATH Keywords

numerical resultsbendingrigid circular inclusiontwisting momentscircular ring plateclamped along its outer edgeeffect of transverse shear deformabilityloaded along its inner edgeoverall stiffnessrotation about a diametertransverse shear stress resultants

Mathematics Subject Classification ID

Nonlinear elasticity (74B20) Plates (74K20)

Related Items (1)

The $p$-version of the finite element method for elliptic equations of order $2l$

Cites Work

• Unnamed Item
• On the Analysis of First and Second-Order Shear Deformation Effects for Isotropic Elastic Plates
• Stress Couple Concentrations for Cylindrically Bent Plates With Circular Holes or Rigid Inclusions

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