Analysis of a Long Thick Orthotropic Circular Cylindrical Shell Panel

An exact three-dimensional elasticity solution has been obtained for an infinitely long, thick transversely isotropic circular cylindrical shell panel, simply supported along the longitudinal edges and subjected to a radial patch load. Using a set of three displacement functions, the boundary value...

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Veröffentlicht in:Journal of engineering mechanics 1996-06, Vol.122 (6), p.575-579
Hauptverfasser: Chandrashekhara, K, Rao, K. S. Nanjunda
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container_title Journal of engineering mechanics
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creator Chandrashekhara, K
Rao, K. S. Nanjunda
description An exact three-dimensional elasticity solution has been obtained for an infinitely long, thick transversely isotropic circular cylindrical shell panel, simply supported along the longitudinal edges and subjected to a radial patch load. Using a set of three displacement functions, the boundary value problem is reduced to Bessel's differential equation. Numerical results are presented for different thickness to mean radius ratios and semicentral angles of the shell panel. Classical and first-order shear deformation orthotropic shell theories have been examined in comparison with the present elasticity solution.
doi_str_mv 10.1061/(ASCE)0733-9399(1996)122:6(575)
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source American Society of Civil Engineers:NESLI2:Journals:2014
subjects Exact sciences and technology
Fundamental areas of phenomenology (including applications)
Physics
Solid mechanics
Static elasticity
Static elasticity (thermoelasticity...)
Structural and continuum mechanics
TECHNICAL NOTES
title Analysis of a Long Thick Orthotropic Circular Cylindrical Shell Panel
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