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A circular inclusion in an infinite elastic medium weakened by cracks and/or holes

โœ Scribed by E.E. Theotokoglou; G. Tsamasphyros


Publisher
Elsevier Science
Year
1993
Tongue
English
Weight
297 KB
Volume
20
Category
Article
ISSN
0093-6413

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๐Ÿ“œ SIMILAR VOLUMES


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โœ X.S. Zhang ๐Ÿ“‚ Article ๐Ÿ“… 1987 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 563 KB

Making use of the basic theorem of the pole and zero points, we first seek the general solutions of an infinite sheet weakened by a pair of radial cracks emanating from a circular hole subjected to concentrated forces P, T and Q. Employing the same analysis as in previous papers, then we can find th

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In this paper the torsional impact response of an external circular crack in an inhnite medium bonded to a cylindrical inclusion has been investigated. The infinite medium and cylindrical inclusion are assumed to be of dierent homogeneous isotropic elastic materials. Laplace and Hankel transforms ar

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The problem of interaction between a curvilinear crack (or a system of such cracks) and a misfitting inclusion of arbitrary shape (or a system of such inclusions) inside an infinite isotropic elastic medium of the same material as the inclusion was solved by using the complex potential technique and