Research Article
Dec 1968
Effect of Skew Penetration on Stress Concentration
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VIEW THE REPLYAuthors: Fernand Ellyin and Archibald N. SherbourneAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 94, Issue 6
Abstract
A method of analysis is proposed by which the stress field for a skew hole can be determined from the plane-stress field of an equivalent right hole. As an application of the method, an elastic, infinite plate, weakened by the penetration of an oblique circular cylinder, is considered. The stresses are calculated at a generic point of this plate subjected to tractions at an arbitrary direction. Several particular cases are described with varying loading combinations at the lateral boundaries of the plate and degree of skewness of the hole. The results indicate a steep rise in maximum stress in terms of angle of skewness, sensitivity to Poisson's ratio, and shift of its location from the midsurface for thick plates towards the edge for thin ones. The theoretical predictions are then compared with the experimental data of photoelastic plates, shells and a steel shell model. The theoretical prediction and experimental results for both plates and shells are found to be in agreement.
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Published In
Journal of the Engineering Mechanics Division
Volume 94 • Issue 6 • December 1968
Pages: 1317 - 1336
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Dec 1968
Published online: Feb 3, 2021
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Fernand Ellyin
Prof. Adjoint, Dept. de Genie Civ., Univ. de Sherbrooke, Sherbrooke, Quebec, Canada
Archibald N. Sherbourne
Dean of Efigrg., Univ. of Waterloo, Waterloo, Ontario, Canada
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