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RESEARCH PAPERS

Elasticity Solution of Deep Beam Under Settlement of Supports

[+] Author and Article Information
S. N. Prasad, P. K. Chiu

University of Mississippi, University, Miss.

J. Appl. Mech 43(4), 613-618 (Dec 01, 1976) (6 pages) doi:10.1115/1.3423942 History: Received June 01, 1975; Revised May 01, 1976; Online July 12, 2010

Abstract

The present study investigates the two-dimensional stresses and displacements in a finite rectangle whose one set of parallel edges is given a relative tangential displacement by means of rigidly attached planes. The other set of parallel edges is free from tractions. The problem is formulated in terms of a singular integral equation of the first kind, which yields the correct singular behavior of stresses at the corners. The integral equation is solved numerically by employing Gauss-Jacobi quadrature in conjunction with certain collocation technique. Numerical results of quantities of practical interests are shown graphically and also compared with the classical bending analysis.

Copyright © 1976 by ASME
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