Structural glass is a very trendy material in the construction industry. However, there are several aspects that are not yet covered by existing design regulations. One of these aspects refers to long-term effects, which are known to highly influence the behaviour of structural glass systems. The present paper partly addresses these aspects by means of an experimental research, inclusive of a series of long-term full-scale four-point bending tests. The specimens consisted in laminated glass beams composed by annealed float glass plies, bonded by Sentry- Glas®. The tests included fractured and intact models, to evaluate the long-term mechanical behaviour of the beams under influence of environmental temperature, before and after breakage. The results revealed the behaviour of the models was highly dependent on the temperature fluctuation.

Long-term effects on structural glass beams

Bedon, Chiara
Membro del Collaboration Group
2017-01-01

Abstract

Structural glass is a very trendy material in the construction industry. However, there are several aspects that are not yet covered by existing design regulations. One of these aspects refers to long-term effects, which are known to highly influence the behaviour of structural glass systems. The present paper partly addresses these aspects by means of an experimental research, inclusive of a series of long-term full-scale four-point bending tests. The specimens consisted in laminated glass beams composed by annealed float glass plies, bonded by Sentry- Glas®. The tests included fractured and intact models, to evaluate the long-term mechanical behaviour of the beams under influence of environmental temperature, before and after breakage. The results revealed the behaviour of the models was highly dependent on the temperature fluctuation.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11368/2913106
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