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Method of solution of a class of three-dimensional elastostatic problems under mode I loading

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Abstract

Using a Fourier integral transform, the problem of a cracked plate, of an arbitrary thickness 2h and subjected to a uniform external load of mode I, is reduced to that of the solution of a two-dimensional singular integral equation.

Résumé

En utilisant une transformation intégrale de Fourier, on réduit le problème d'une plaque fissurée d'une épaisseur arbitraire 2h et soumise à une contrainte extérieure uniforme de mode I, à celui de résoudre une équation intégrale singulière à deux dimensions.

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Authors and Affiliations

  1. Department of Civil Engineering, University of Utah, 84112, Salt Lake City, Utah, USA

    E. S. Folias

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  1. E. S. Folias
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Folias, E.S. Method of solution of a class of three-dimensional elastostatic problems under mode I loading. Int J Fract 16, 335–348 (1980). https://doi.org/10.1007/BF00018238

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  • DOI: https://doi.org/10.1007/BF00018238

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