Transversely Isotropic Infinite Cylindrical Shell Subjected to a Radial Axisymmetric Line Load

Author

K. Chandrashekhara, Missouri University of Science and TechnologyFollow
P. Gopalakrishnan

Abstract

The problem of an infinite transversely isotropic circular cylindrical shell subjected to an axisymmetric radial external line load is investigated using elasticity theory, classical shell theory and shear deformation theory. The results obtained by these methods are compared for two ratios of inner to outer shell radius and for varying degrees of anisotropy. Some typical results are given here to show the effect of anisotropy and the thickness of the shell on the distribution of stresses and displacements.

Recommended Citation

K. Chandrashekhara and P. Gopalakrishnan, "Transversely Isotropic Infinite Cylindrical Shell Subjected to a Radial Axisymmetric Line Load," Fibre Science and Technology, Elsevier, Jan 1982.

The definitive version is available at https://doi.org/10.1016/0015-0568(82)90049-5

Department(s)

Mechanical and Aerospace Engineering

Document Type

Article - Journal

Document Version

Citation

File Type

text

Language(s)

English

Rights

© 1982 Elsevier, All rights reserved.

Publication Date

01 Jan 1982