Experimental study and comparison of different fully transparent laminated glass beam designs

Laminated glass beams without metallic or polymeric reinforcements generally lack post-breakage strength and ductility. This paper aims to perform a comparative study by testing five different fully transparent laminated glass beam designs in order to see how parameters such as the number and thickn...

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Detalles Bibliográficos
Autores: Centelles Soler, Xavier|||0000-0003-4173-4556, Castro Chicot, Josep Ramon, Fernández Fernández, Pelayo, Aenlle López, Manuel, Cabeza Fabra, Luisa Fernanda
Tipo de recurso: artículo
Fecha de publicación:2021
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/377321
Acceso en línea:https://hdl.handle.net/2117/377321
https://dx.doi.org/10.1007/s40940-021-00160-y
Access Level:acceso abierto
Palabra clave:Finite element method
Laminated materials
Simulation and modelling
Finite element (FE) numerical modelling
Four-point bending test
Interlayer material
Laminated glass beams
Lateral-torsional buckling
Materials laminats
Elements finits, Mètode dels
Àrees temàtiques de la UPC::Enginyeria dels materials
Descripción
Sumario:Laminated glass beams without metallic or polymeric reinforcements generally lack post-breakage strength and ductility. This paper aims to perform a comparative study by testing five different fully transparent laminated glass beam designs in order to see how parameters such as the number and thickness of glass sheets (3 x 10 mm or 5 x 6 mm), the interlayer material (PVB Clear or SentryGlas), and the thermal treatment of glass (annealed or heat-strengthened) affect the pre-breakage performance and post-breakage safety. A buckling analysis is also performed using a numerical model with ABAQUS CAE. The study includes a comparison between the results of different experimental mechanical tests on laminated glass beams, including the tests presented in this paper, as well as other tests found in the literature. All designs presented a linear elastic behaviour until initial breakage. The interlayer material mainly affected the crack shape of laminated glass beams. Beams with five sheets of annealed glass had a more progressive breakage, and therefore a safer behaviour, than beams with three sheets of annealed or heat-strengthened glass.