An experimental campaign was performed on glass beams reinforced with FRP pultruded bars. After glass cracking, tensile stresses can be carried by FRP bars, so that beams have a significant residual strength. Tested beams are formed by three-layer laminated glass panes and FRP bars are installed inside a channel along each longitudinal edge. FRP are glued to glass using common structural resins, whose adhesion to glass was investigated through preliminary tests. Beams were tested under four-point bending. Some analytical and numerical models were also developed.

Experimental campaign and numerical simulation of the behaviour of reinforced glass beams / E. CAGNACCI; M. ORLANDO; P. SPINELLI. - STAMPA. - (2009), pp. 484-487. (Intervento presentato al convegno 11th International Conference "Glass Performance Days - 2009" tenutosi a TAMPERE, FINLANDIA nel 12-15 giugno 2009).

Experimental campaign and numerical simulation of the behaviour of reinforced glass beams

CAGNACCI, EMANUELE;ORLANDO, MAURIZIO;SPINELLI, PAOLO
2009

Abstract

An experimental campaign was performed on glass beams reinforced with FRP pultruded bars. After glass cracking, tensile stresses can be carried by FRP bars, so that beams have a significant residual strength. Tested beams are formed by three-layer laminated glass panes and FRP bars are installed inside a channel along each longitudinal edge. FRP are glued to glass using common structural resins, whose adhesion to glass was investigated through preliminary tests. Beams were tested under four-point bending. Some analytical and numerical models were also developed.
2009
Glass Performance Days 2009 Proceedings
11th International Conference "Glass Performance Days - 2009"
TAMPERE, FINLANDIA
12-15 giugno 2009
E. CAGNACCI; M. ORLANDO; P. SPINELLI
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/369382
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