On buckling of long interface cracks

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dc.contributor.authorKotooussov, A.
dc.contributor.authorHarding, S.
dc.contributor.editorAliabadi, M.H.
dc.contributor.editorAbela, S.
dc.contributor.editorBaragetti, S.
dc.contributor.editorGuagliano, M.
dc.contributor.editorLee, H.S.
dc.date.issued2010
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.
dc.description.statementofresponsibilityAndrei Kotousov and Steven Harding
dc.identifier.citationKey Engineering Materials, 2010; 417-418:217-220
dc.identifier.doi10.4028/www.scientific.net/KEM.417-418.217
dc.identifier.issn1013-9826
dc.identifier.issn1662-9795
dc.identifier.orcidKotooussov, A. [0000-0001-9337-5095]
dc.identifier.urihttp://hdl.handle.net/2440/60907
dc.language.isoen
dc.publisherTrans Tech Publications
dc.rights© 2010 Trans Tech Publications, Switzerland
dc.source.urihttps://doi.org/10.4028/www.scientific.net/kem.417-418.217
dc.subjectBuckling
dc.subjectDelamination
dc.subjectEuler Buckling Load
dc.subjectInterface Crack
dc.subjectKirchhoff’s Plate Bending Theory
dc.subjectShear Loading
dc.titleOn buckling of long interface cracks
dc.typeJournal article
pubs.publication-statusPublished

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