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The solution of crack problems by using distributed strain nuclei

Abstract:
Crack problems may be solved by first establishing the stress field in the crack's absence and distributing strain nuclei along the line of the crack in order to render its faces traction-free. The relationship between the different possible forms of nucleus and the kinds of singular integral equation to which they lead are explored. The merits of each are then highlighted. © IMechE 1996.
Publication status:
Published

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Publisher copy:
10.1243/PIME_PROC_1996_210_166_02

Authors

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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Role:
Author


Journal:
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART C-JOURNAL OF MECHANICAL ENGINEERING SCIENCE More from this journal
Volume:
210
Issue:
1
Pages:
23-31
Publication date:
1996-01-01
DOI:
EISSN:
2041-2983
ISSN:
0954-4062


Keywords:
Pubs id:
pubs:64206
UUID:
uuid:13051ced-afd5-4d44-9755-58d2511a2ca1
Local pid:
pubs:64206
Source identifiers:
64206
Deposit date:
2012-12-19
ARK identifier:

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