Benchmark solution for free vibration of thick open cylindrical shells on Pasternak foundation with general boundary conditions

DOI10.1007/s11012-016-0406-2zbMath1416.74032OpenAlexW2296740507MaRDI QIDQ2014559

Qingshan Wang, Fazl e Ahad, Fuzhen Pang, Dong-Yang Shi

Publication date: 25 August 2017

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11012-016-0406-2

zbMATH Keywords

general boundary conditionsfree vibrationPasternak elastic foundationthree-dimensional elasticity theorythick open cylindrical shells

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Shells (74K25) Explicit solutions of equilibrium problems in solid mechanics (74G05)

Related Items

Natural frequency analysis of imperfect GNPRN conical shell, cylindrical shell, and annular plate structures resting on Winkler-Pasternak foundations under arbitrary boundary conditions, Jacobi-Ritz method for free vibration analysis of uniform and stepped circular cylindrical shells with arbitrary boundary conditions: a unified formulation, A non-standard finite element method for dynamical behavior of cylindrical classical shell model, Energy method as solution for deformation of geosynthetic-reinforced embankment on Pasternak foundation

Uses Software

• ABAQUS

Cites Work

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