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Effects of boundary conditions on buckling and postbuckling responses of composite laminate with various shaped cutouts

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dc.contributor.author Singh, Shamsher Bahadur
dc.date.accessioned 2021-12-07T05:26:49Z
dc.date.available 2021-12-07T05:26:49Z
dc.date.issued 2010-02
dc.identifier.uri https://www.sciencedirect.com/science/article/pii/S0263822309003389
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3882
dc.description.abstract The objective of the present work is to study the effects of flexural boundary conditions on buckling and post-buckling behavior of axially compressed quasi-isotropic laminate, (+45/−45/0/90)2s with various shaped cutouts (i.e., circular, square, diamond, elliptical–vertical and elliptical–horizontal) of various sizes using the finite element method. The FEM formulation is based on first order shear deformation theory and von Karman’s assumptions are used to incorporate geometric nonlinearity. 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. It is observed that the laminates clamped and simply supported on all edges have the highest and lowest buckling and postbuckling strength, respectively, irrespective of cutouts shape and size. It is also noted that a fully clamped laminate with large size elliptical–vertical cutout can take higher compressive buckling load than the laminate without cutout for same boundary condition. en_US
dc.language.iso en en_US
dc.publisher Elsiever en_US
dc.subject Civil Engineering en_US
dc.subject Boundary Conditions en_US
dc.subject Buckling en_US
dc.subject Cutouts en_US
dc.title Effects of boundary conditions on buckling and postbuckling responses of composite laminate with various shaped cutouts en_US
dc.type Article en_US


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