Transversely Isotropic Medium with Lined Hole

Author

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

Abstract

An elasticity solution is presented for a semi‐infinite transversely isotropic medium having a circular cylindrical hole with an elastic lining. The lining is analyzed as an orthotropic shell. The general solution obtained is specialized for the cases of rigid lining and no lining. Numerical results are presented for these two cases for different sets of anisotropic clastic constants valid for soil. The solution can also be reduced to the case of an isotropic medium (with or without lining) and some typical results obtained for this case without lining are compared with the available results.

Recommended Citation

K. Chandrashekhara and P. Gopalakrishnan, "Transversely Isotropic Medium with Lined Hole," Journal of Engineering Mechanics, American Society of Civil Engineers (ASCE), Jan 1983.

The definitive version is available at https://doi.org/10.1061/(ASCE)0733-9399(1983)109:2(377)

Department(s)

Mechanical and Aerospace Engineering

Keywords and Phrases

Elasticity; Cylindrical Shells; Linings; Stress Analysis; Soil-Structure Interaction

International Standard Serial Number (ISSN)

0733-9399

Document Type

Article - Journal

Document Version

Citation

File Type

text

Language(s)

English

Rights

© 1983 American Society of Civil Engineers (ASCE), All rights reserved.

Publication Date

01 Jan 1983