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A cylindrical shell with a stress-free end which contains an axial part-through or through crackThe interaction problem of a through or a part through crack with a stress free boundary in a semi-infinite cylindrical shell is considered. It is assumed that the crack lies in a meridional plane which is a plane of symmetry with respect to the external loads as well as the geometry. The circular boundary of the semi-infinite cylinder is assumed to be stress free. By using a transverse shear theory the problem is formulated in terms of a system of singular integral equations. The line spring model is used to treat the part through crack problem. In the case of a through crack the interaction between the perturbed stress fields due to the crack and the free boundary is quite strong and there is a considerable increase in the stress intensity factors caused by the interaction. On the other hand in the problem of a surface crack the interaction appears to be much weaker and consequently the magnification in the stress intensity factors is much less significant.
Document ID
19860030847
Acquisition Source
Legacy CDMS
Document Type
Reprint (Version printed in journal)
Authors
Erdogan, F.
(Lehigh Univ. Bethlehem, PA, United States)
Yahsi, O. S.
(Lehigh University Bethlehem, PA, United States)
Date Acquired
August 12, 2013
Publication Date
January 1, 1985
Publication Information
Publication: International Journal of Engineering Science
Volume: 23
Issue: 11 1
ISSN: 0020-7225
Subject Category
Structural Mechanics
Accession Number
86A15585
Funding Number(s)
CONTRACT_GRANT: NSF MEA-82-09083
CONTRACT_GRANT: NGR-39-007-011
Distribution Limits
Public
Copyright
Other

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