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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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Institution:
University of Oxford
Department:
Oxford, MPLS, Engineering Science
Journal:
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART C-JOURNAL OF MECHANICAL ENGINEERING SCIENCE
Volume:
210
Issue:
1
Pages:
23-31
Publication date:
1996
DOI:
EISSN:
2041-2983
ISSN:
0954-4062
URN:
uuid:13051ced-afd5-4d44-9755-58d2511a2ca1
Source identifiers:
64206
Local pid:
pubs:64206

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