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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/3889
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dc.contributor.authorSingh, Shamsher Bahadur-
dc.date.accessioned2021-12-07T05:27:39Z-
dc.date.available2021-12-07T05:27:39Z-
dc.date.issued1999-04-
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S0266353898001250-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3889-
dc.description.abstractThe objective of this work is to study the postbuckling behaviour and progressive failure response of thin, symmetric laminates under uniaxial compression and uniaxial compression combined with in-plane shear loads (positive and negative). First-order shear deformation theory and geometric non-linearity in the von Karman sense are used with a finite-element procedure. The 3-D Tsai-Hill criterion is used to predict failure of a lamina and the maximum stress criterion is used to predict onset of delamination at the interface of two adjacent layers. The effect of plate aspect ratio and ply lay-ups on the load deflection response is presented. Load interaction diagrams for (±45/0/90)2s, (±45)4s and (0/90)4s laminates are obtained in terms of the buckling, the first-ply and the ultimate failure loads. In addition, progressive failure response of the (±45/0/90)2s laminate is also presented to show the buckling loads, failure loads, maximum transverse displacements associated with the failure loads and failure modes and locations at various load ratios.en_US
dc.language.isoenen_US
dc.publisherElsieveren_US
dc.subjectCivil Engineeringen_US
dc.subjectB. Strengthen_US
dc.subjectC. Bucklingen_US
dc.subjectC. Laminateen_US
dc.subjectC. Failure criterionen_US
dc.subjectC. Finite-element analysisen_US
dc.titlePostbuckling response and strength of laminates under combined in-plane loadsen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

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