DSpace logo

Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/3881
Full metadata record
DC FieldValueLanguage
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.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.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.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
Appears in Collections:Department of Civil Engineering

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.