Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/60907
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dc.contributor.authorKotooussov, A.en
dc.contributor.authorHarding, S.en
dc.date.issued2010en
dc.identifier.citationKey Engineering Materials, 2010; 417-418:217-220en
dc.identifier.issn1013-9826en
dc.identifier.issn1662-9795en
dc.identifier.urihttp://hdl.handle.net/2440/60907-
dc.description.abstractThe paper deals with the buckling instability of long interface cracks subjected to shear and tensile (compressive) loading parallel to the interface. A simplified mathematical model is developed within the Kirchhoff’s plate bending theory; and a general semi-analytical solution is obtained based on the classical strategy for solving for the Euler buckling load. Asymptotic solutions are derived for extreme cases of the applied shear to tensile (compressive) load ratios. The obtained results correlate well with previous numerical studies and can be used to analyze many traditional problems in composite as well as many others, for example, the problem of triggering snow avalanches.en
dc.description.statementofresponsibilityAndrei Kotousov and Steven Hardingen
dc.language.isoenen
dc.publisherTrans Tech Publicationsen
dc.rights© 2010 Trans Tech Publications, Switzerlanden
dc.subjectBuckling; Delamination; Euler Buckling Load; Interface Crack; Kirchhoff’s Plate Bending Theory; Shear Loadingen
dc.titleOn buckling of long interface cracksen
dc.typeJournal articleen
dc.identifier.rmid0020093294en
dc.identifier.doi10.4028/www.scientific.net/KEM.417-418.217en
dc.identifier.pubid37118-
pubs.library.collectionMechanical Engineering publicationsen
pubs.verification-statusVerifieden
pubs.publication-statusPublisheden
dc.identifier.orcidKotooussov, A. [0000-0001-9337-5095]en
Appears in Collections:Mechanical Engineering publications
Materials Research Group publications

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