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- W2898110115 abstract "Glass is increasingly used to produce structural elements for buildings. For the case of glass beams, a lot of hybrid glass concepts, in which glass is combined with another material (e.g. steel, reinforced concrete, fibre reinforced polymers) were developed and successfully tested to overcome the material’s brittle nature and hence provide post-fracture capacity. Being one of the most widely tested concepts, the reinforced laminated glass beam demonstrates satisfactory load-carrying behaviour, both for statically determinate and indeterminate support conditions, for a variety of environmental conditions (temperature, humidity, etc.) and for several reinforcement percentages and beam sizes. Contemporary building codes do not only require sufficient structural safety and robustness for individual components, but also for parts -or the entire structural system- of a building. For the reinforced glass beam concept, component safety is demonstrated by post-fracture strength and ductile ultimate collapse behaviour. System action can be achieved through plastic hinge formation and stress redistribution. Additional system safety and robustness can be provided through the activation of membrane action in case of horizontal restraints at the beam ends. When a support is (accidentally) removed, membrane action can provide an additional safety mechanism which prevents collapse of the beam system. This paper presents an experimental program to assess the potential of activating membrane action for reinforced laminated glass beams. Statically indeterminate five-point bending tests with horizontal restraints, with or without intermediate support, are performed on 4.3 m long beam specimens. In addition, the effect of reinforcement percentage is investigated." @default.
- W2898110115 created "2018-11-02" @default.
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- W2898110115 date "2018-12-01" @default.
- W2898110115 modified "2023-10-17" @default.
- W2898110115 title "Membrane action in reinforced glass beam systems: Experimental setup and results" @default.
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- W2898110115 doi "https://doi.org/10.1016/j.conbuildmat.2018.10.120" @default.
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