Advances in Concrete Construction

Volume 15, Number 2, 2023, pages 137-147

DOI: 10.12989/acc.2023.15.2.137

Vibrational behaviour of higher-order cylindrical shells

Longjie Zhang

Abstract

Dynamic analysis of a shear deformable shell is investigated with accounting thickness stretching using Hamilton's principle. Through this method, the total transverse is composed into bending, shearing and stretching portions, in which the third part is responsible for deformation along the transverse direction. After computation of the strain, kinetic and external energies, the governing motion equations are derived using Hamilton's principle. A comparative study is presented before presentation of full numerical results for confirmation of the formulation and methodology. The results are presented with and without thickness stretching to show importance of the proposed theory in comparison with previous theories without thickness stretching.

Key Words

cylindrical shell; geometric parameters; Hamilton's principle; mode number; thickness stretching

Address

School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan 430068, Hubei, China.