Research Article
Feb 1968
Transverse Shearing Stress in Rectangular Plates
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VIEW THE REPLYAuthors: Thomas G. Carley and Henry L. LanghaarAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 94, Issue 1
Abstract
By means of the plate equations developed by Eric Reissner, the transverse shearing stresses in a thin, simply-supported, rectangular plate are determined. The load distribution may be defined by any function which can be represented by a double cosine series. The solution for uniform loading is discussed in detail. Experimental results obtained by the frozen-stress technique of photoelasticity are compared with the predictions of the Reissner theory and the classical theory. The boundary conditions used are the vanishing of deflection, bending moments, and twisting moments. The results show a marked difference between the two theories near the corner zones of the plate.
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Published In
Journal of the Engineering Mechanics Division
Volume 94 • Issue 1 • February 1968
Pages: 137 - 152
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Feb 1968
Published online: Feb 3, 2021
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Affiliations
Thomas G. Carley
Asst. Prof. of Mechanical Engrg. and Solid Mechanics, Southern Methodist Univ., Dallas, Tex.
Henry L. Langhaar
Prof. of Theoretical and Applied Mechanics, Univ. of Illinois, Urbana, Ill.
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