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contributor authorS. N. Prasad
contributor authorP. K. Chiu
date accessioned2017-05-08T22:59:58Z
date available2017-05-08T22:59:58Z
date copyrightDecember, 1976
date issued1976
identifier issn0021-8936
identifier otherJAMCAV-26065#613_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/88229
description abstractThe 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.
publisherThe American Society of Mechanical Engineers (ASME)
titleElasticity Solution of Deep Beam Under Settlement of Supports
typeJournal Paper
journal volume43
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3423942
journal fristpage613
journal lastpage618
identifier eissn1528-9036
keywordsElasticity
keywordsStress
keywordsIntegral equations
keywordsCorners (Structural elements) AND Displacement
treeJournal of Applied Mechanics:;1976:;volume( 043 ):;issue: 004
contenttypeFulltext


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