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

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dc.contributor.author Singh, Shamsher Bahadur
dc.date.accessioned 2021-12-07T05:26:30Z
dc.date.available 2021-12-07T05:26:30Z
dc.date.issued 2010-01-30
dc.identifier.uri http://www.techno-press.org/content/?page=article&journal=sem&volume=34&num=2&ordernum=3
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3881
dc.description.abstract This 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.language.iso en en_US
dc.publisher Techno Press en_US
dc.subject Civil Engineering en_US
dc.subject Buckling en_US
dc.subject Postbuckling en_US
dc.subject In-plane shear loads en_US
dc.subject Composite laminates en_US
dc.subject Cutouts en_US
dc.title Postbuckling response and failure of symmetric laminated plates with rectangular cutouts under in-plane shear en_US
dc.type Article en_US


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