Shear deformable bending solutions for nonuniform beams and plates with elastic end restraints from classical solutions

DOI10.1007/s004190050168zbMath0906.73036OpenAlexW2082797671MaRDI QIDQ1270793

K. Appert

Publication date: 3 November 1998

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s004190050168

zbMATH Keywords

exact solutioncylindrical bendingEuler-Bernoulli beamsTimoshenko beamsKirchhoff platesMindlin plates

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Plates (74K20)

Related Items (2)

Analytical solution for the fully coupled static response of variable stiffness composite beams ⋮ Free vibration analysis of Timoshenko beams by DSC method

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