Stress analysis for bonded layers

L. M. Keer

doi:10.1115/1.3423370

Stress analysis for bonded layers

L. M. Keer^*

^*Corresponding author for this work

Civil and Environmental Engineering

Research output: Contribution to journal › Article › peer-review

12 Scopus citations

Abstract

The problem of a line bond between two layers is solved by techniques appropriate to the plane theory of elasticity. Integral transforms are used to reduce the problem to singular integral equations. Numerical results are obtained for the case of identical layers and the numerical scheme of Erdogan and Gupta proved to be effective for this case. Stress-intensity factors and bond stresses for several types of loading are calculated.

Original language	English (US)
Pages (from-to)	679-683
Number of pages	5
Journal	Journal of Applied Mechanics, Transactions ASME
Volume	41
Issue number	3
DOIs	https://doi.org/10.1115/1.3423370
State	Published - Sep 1974

ASJC Scopus subject areas

Condensed Matter Physics
Mechanics of Materials
Mechanical Engineering

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10.1115/1.3423370

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title = "Stress analysis for bonded layers",

abstract = "The problem of a line bond between two layers is solved by techniques appropriate to the plane theory of elasticity. Integral transforms are used to reduce the problem to singular integral equations. Numerical results are obtained for the case of identical layers and the numerical scheme of Erdogan and Gupta proved to be effective for this case. Stress-intensity factors and bond stresses for several types of loading are calculated.",

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AB - The problem of a line bond between two layers is solved by techniques appropriate to the plane theory of elasticity. Integral transforms are used to reduce the problem to singular integral equations. Numerical results are obtained for the case of identical layers and the numerical scheme of Erdogan and Gupta proved to be effective for this case. Stress-intensity factors and bond stresses for several types of loading are calculated.

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Stress analysis for bonded layers

Abstract

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