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Buckling response of laminated composite stiffened plates subjected to partial in-plane edge loading

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dc.contributor.author Patel, S. N.
dc.date.accessioned 2022-12-17T13:51:04Z
dc.date.available 2022-12-17T13:51:04Z
dc.date.issued 2016-09
dc.identifier.uri https://www.tandfonline.com/doi/full/10.1080/15502287.2016.1231235
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7909
dc.description.abstract This article presents the buckling analysis of laminated composite stiffened plates subjected to partial in-plane edge loading. The finite element method is used to carry out the analysis. The eight-noded isoparametric degenerated shell element with C0 continuity and first-order shear deformation and a compatible three-noded curved beam element are used to model the plate skin and the stiffeners, respectively. The eigen value analysis is carried out to track the buckling load. The convergence study is performed for some specific problems and the results are compared with the available results in the literature. It is observed that the convergence of results is very fast for this finite element model. Effect of different parameters like orientation of fibers, number of layers, and loading types are considered in the present investigation. It is also observed that all these parameters have significant effect on the buckling response of the composite stiffened plate. en_US
dc.language.iso en en_US
dc.publisher Taylor & Francis en_US
dc.subject Civil Engineering en_US
dc.subject Buckling en_US
dc.subject Finite element en_US
dc.subject Laminated composite en_US
dc.subject Stiffened plate en_US
dc.title Buckling response of laminated composite stiffened plates subjected to partial in-plane edge loading en_US
dc.type Article en_US


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