Please use this identifier to cite or link to this item: https://repository.cihe.edu.hk/jspui/handle/cihe/2958
DC FieldValueLanguage
dc.contributor.authorLeung, Andrew Yee Taken_US
dc.contributor.otherSu, R. K. L.-
dc.date.accessioned2022-04-07T09:35:26Z-
dc.date.available2022-04-07T09:35:26Z-
dc.date.issued2001-
dc.identifier.urihttps://repository.cihe.edu.hk/jspui/handle/cihe/2958-
dc.description.abstractBased on the sixth order Reissner plate theory, the generalized displacement functions for a cracked plate are derived by eigenfunction expansion method. The fractal two-level finite element method is employed to obtain the stress (moment and shear) intensity factors for the center cracked plate subjected to out-of-plane bending and twisting loads. The numerical results from the present method are checked with those available in literature. Highly accurate stress intensity factors are predicted for a wide range of thickness to crack length ratio and a full range of PoissonÆs ratio provided that the radius of fractal mesh to thickness ratio is not less than 1/10.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofInternational Journal of Fractureen_US
dc.titleMixed mode cracks in Reissner platesen_US
dc.typejournal articleen_US
dc.identifier.doi10.1023/A:1007652028645-
dc.contributor.affiliationSchool of Computing and Information Sciencesen_US
dc.relation.issn1573-2673en_US
dc.description.volume107en_US
dc.description.issue3-
dc.description.startpage235en_US
dc.description.endpage257en_US
dc.cihe.affiliatedNo-
item.grantfulltextnone-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.openairetypejournal article-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
crisitem.author.deptSchool of Computing and Information Sciences-
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