TECHNICAL PAPERS
Dec 1, 1990

Load‐Transfer Problems for Transversely Isotropic Elastic Media

Publication: Journal of Engineering Mechanics
Volume 116, Issue 12

Abstract

This paper presents a unified solution procedure to analyze the load transfer from a partially embedded long (finite) cylindrical elastic bar into a transversely isotropic elastic half‐space. The bar may be subjected to a torque, an axial force, a horizontal force, or a bending moment at the top end. The solution approach is different from that proposed by Muki and Sternberg (1970). It is based on the interaction between a one‐dimensional elastic bar and a three‐dimensional elastic half‐space with a cylindrical cavity. The displacement compatibility is achieved along the contact surface between the bar and the half‐space. A variational technique coupled with a boundary integral equation scheme based on a set of exact Green's functions is used in the analysis. The boundary conditions at the top end of the bar are incorporated into the variational formulation through a set of Lagrange multipliers. Selected numerical results are presented for elastic bars embedded in some representative transversely isotropic media.

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References

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 12December 1990
Pages: 2643 - 2662

History

Published online: Dec 1, 1990
Published in print: Dec 1990

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Authors

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R. K. N. D. Rajapakse
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Manitoba, Winnipeg, Canada, R3T 2N2
Y. Wang
Grad. Student, Dept. of Civ. Engrg., Univ. of Manitoba, Winnipeg, Canada

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