Postbuckling response and failure of symmetric laminated plates with rectangular cutouts under in-plane shear

dc.contributor.authorSingh, Shamsher Bahadur
dc.date.accessioned2021-12-07T05:26:30Z
dc.date.available2021-12-07T05:26:30Z
dc.date.issued2010-01-30
dc.description.abstractThis paper deals with the buckling and postbuckling responses, and the progressive failure of square laminates of symmetric lay-up with a central rectangular cutout under in-plane shear load. A detailed investigation is made to show the effects of cutout size and cutout aspect ratio on the buckling and postbuckling responses, failure loads and failure characteristics of (+45/-45/0/90)2s, (+45/-45)4s and (0/90)4s laminates. The 3-D Tsai-Hill criterion is used to predict the failure of a lamina while the onset of delamination is predicted by the interlaminar failure criterion. In addition, the effects of boundary conditions on buckling loads, failure loads, failure modes, and maximum transverse deflection for a (+45/-45/0/90)2s laminate with and without a square cutout have been presented. It is concluded that because of early onset of delamination at the net section of cutouts before first-ply failure, total strength of the laminate with very small cutouts can not be utilized.en_US
dc.identifier.urihttp://www.techno-press.org/content/?page=article&journal=sem&volume=34&num=2&ordernum=3
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3881
dc.language.isoenen_US
dc.publisherTechno Pressen_US
dc.subjectCivil Engineeringen_US
dc.subjectBucklingen_US
dc.subjectPostbucklingen_US
dc.subjectIn-plane shear loadsen_US
dc.subjectComposite laminatesen_US
dc.subjectCutoutsen_US
dc.titlePostbuckling response and failure of symmetric laminated plates with rectangular cutouts under in-plane shearen_US
dc.typeArticleen_US

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