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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/3855
Title: Stability and failure of composite laminates with various shaped cutouts under combined in-plane loads
Authors: Singh, Shamsher Bahadur
Keywords: Civil Engineering
Laminates
Buckling
Delamination
Issue Date: Mar-2012
Publisher: Elsiever
Abstract: The objective of this paper is to study stability and failure of a composite laminate with a centrally placed cutout of various shapes (i.e., circular, square, diamond, elliptical-vertical and elliptical-horizontal) under combined action of uni-axial compression and in-plane shear loads. The FEM formulation based on the first order shear deformation theory and von Karman’s assumptions has been utilized. Newton–Raphson method is used to solve nonlinear algebraic equations. Failure of a lamina is predicted by the 3-D Tsai–Hill criterion whereas the onset of delamination is predicted by the interlaminar failure criterion. The effects of cutout shape, direction of shear load and composite lay-up on buckling and postbuckling responses, failure loads and failure characteristics of the laminate has been discussed. An efficient utilization of material strength is observed in the case of laminate with circular cutout as compared to the laminate with other shaped cutouts. In addition, it is also concluded that although the buckling strength of the (0/90)4s laminate is lower than that of the (+45/−45/0/90)2s and (45/−45)4s laminates, but its strength is increased in the advanced stage of postbuckling deformation.
URI: https://www.sciencedirect.com/science/article/pii/S1359836811004276?via%3Dihub
http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3855
Appears in Collections:Department of Civil Engineering

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