Laminated glass is used in several engineering and architecture applications to enhance their structural integrity. The mechanical behaviour after glass fracture, whose main aspect is a re-sidual stiffness, determines their utility. A theoretical model to predict the loading ca-pacity of a laminated glass flexural beam is proposed. The beam is subjected to four-point bending. A fracture approach which takes into account imperfections in glass plies and crack growth is employed.

C. Carloni, L. Nobile (2005). In modelling the behaviour and strength of laminated glass structures. MONTREAL : s.n.

In modelling the behaviour and strength of laminated glass structures

CARLONI, CHRISTIAN;NOBILE, LUCIO
2005

Abstract

Laminated glass is used in several engineering and architecture applications to enhance their structural integrity. The mechanical behaviour after glass fracture, whose main aspect is a re-sidual stiffness, determines their utility. A theoretical model to predict the loading ca-pacity of a laminated glass flexural beam is proposed. The beam is subjected to four-point bending. A fracture approach which takes into account imperfections in glass plies and crack growth is employed.
2005
Materials for Safety and Helth (Mesoscopic and Multiscale Consideration in Modern Science and Engineering)
172
175
C. Carloni, L. Nobile (2005). In modelling the behaviour and strength of laminated glass structures. MONTREAL : s.n.
C. Carloni; L. Nobile
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/10475
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