Research Article
Jun 1967
Transversally Isotropic Cylinders Under Band Loads
Publication: Journal of the Engineering Mechanics Division
Volume 93, Issue 3
Abstract
The problem of a transversally isotropic, circular, cylindrical shell subjected to periodically spaced, axisymmetric band loads is investigated. The three-dimensional elasticity solution is obtained and stresses and displacements are evaluated for values of the modulus ration (Er/Ez) equal to two, five, and ten. Expressions for the stresses and displacements obtained by use of a thin orthotropic shell theory are also presented. These results are compared to determine the effects of a change in modulus ratio on the stresses and displacements of the cylinder and the accuracy of the shell theory. A detailed analysis of the data is performed for a ratio of inner to outer shell radii equal to 0.70, a ratio of distance between band loads to outer shell diameter equal to 0.2, and a ratio of band width to distance between band loads of 0.2.
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Published In
Journal of the Engineering Mechanics Division
Volume 93 • Issue 3 • June 1967
Pages: 157 - 174
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Jun 1967
Published online: Feb 3, 2021
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Authors
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Howard S. Levine
Research Asst., Applied Mechanics, Polytechnic Institute of Brooklyn, Brooklyn, N. Y.
Jerome M. Klosner, M.ASCE
Assoc. Prof., Applied Mechanics, Polytechnic Institute of Brooklyn, Brooklyn, N. Y.
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