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The effective-thickness concept in laminated-glass elements under static loading
Highlights The effective thickness is a useful technique for laminated glass beams. Exact equations for the effective thickness of simply supported beams are derived. Stresses and bending deflections can be easily estimated with the effective thickness. The results are compared with approximate equations proposed by other authors.
Abstract Laminated glass is a sandwich element consisting of two or more glass sheets, with one or more interlayers of a polymer such as polyvinyl butyral (PVB). The static response of sandwich elements such as laminated-glass beams and plates can be modeled using analytical or numerical models in which the glass is usually modeled as linear-elastic and the PVB as linear-viscoelastic material, respectively. As a way to simplify the laminated-glass calculations, the concept of effective thickness has been recently proposed, which allows the calculation of laminated-glass beams as monolithic beams using an apparent or effective thickness. In this work, equations for the effective thickness of laminated-glass beams are derived from the analytical model proposed by Koutsawa and Daya and the results provided by this model are compared with the models of Bennison et al. and Galuppi and Royer-Carfagni. Finally, some static experimental tests were performed on several laminated-glass beams under distributed loading in order to validate the predictions of the models.
The effective-thickness concept in laminated-glass elements under static loading
Highlights The effective thickness is a useful technique for laminated glass beams. Exact equations for the effective thickness of simply supported beams are derived. Stresses and bending deflections can be easily estimated with the effective thickness. The results are compared with approximate equations proposed by other authors.
Abstract Laminated glass is a sandwich element consisting of two or more glass sheets, with one or more interlayers of a polymer such as polyvinyl butyral (PVB). The static response of sandwich elements such as laminated-glass beams and plates can be modeled using analytical or numerical models in which the glass is usually modeled as linear-elastic and the PVB as linear-viscoelastic material, respectively. As a way to simplify the laminated-glass calculations, the concept of effective thickness has been recently proposed, which allows the calculation of laminated-glass beams as monolithic beams using an apparent or effective thickness. In this work, equations for the effective thickness of laminated-glass beams are derived from the analytical model proposed by Koutsawa and Daya and the results provided by this model are compared with the models of Bennison et al. and Galuppi and Royer-Carfagni. Finally, some static experimental tests were performed on several laminated-glass beams under distributed loading in order to validate the predictions of the models.
The effective-thickness concept in laminated-glass elements under static loading
López-Aenlle, M. (author) / Pelayo, F. (author) / Fernández-Canteli, A. (author) / García Prieto, M.A. (author)
Engineering Structures ; 56 ; 1092-1102
2013-06-12
11 pages
Article (Journal)
Electronic Resource
English
Glass , Viscoelastic , Laminated , Beams
The effective-thickness concept in laminated-glass elements under static loading
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