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Development of a Light-Weight Emergency Bridge
This contribution describes the design of a light-weight emergency bridge made of glass-fibre-reinforced-polymer and the evaluation of recent experimental investigations performed in the frame of a research project on light-weight bridges made of high performance materials. The aim of the project was to develop a single lane bridge for a span of 20.0 m and MLC 12-loads to achieve cost effectiveness by using pultruded glass-fibre profiles commonly available on the market in connection with bonded steel reinforcement for bolted joints. A testing programme was executed to provide information on the failure criteria and temperature behaviour of these bonded hybrid-connections.
Development of a Light-Weight Emergency Bridge
This contribution describes the design of a light-weight emergency bridge made of glass-fibre-reinforced-polymer and the evaluation of recent experimental investigations performed in the frame of a research project on light-weight bridges made of high performance materials. The aim of the project was to develop a single lane bridge for a span of 20.0 m and MLC 12-loads to achieve cost effectiveness by using pultruded glass-fibre profiles commonly available on the market in connection with bonded steel reinforcement for bolted joints. A testing programme was executed to provide information on the failure criteria and temperature behaviour of these bonded hybrid-connections.
Development of a Light-Weight Emergency Bridge
Sedlacek, G. (Autor:in) / Trumpf, H. (Autor:in)
International Conference on High Performance Materials in Bridges ; 2001 ; Kona, Hawaii, United States
High Performance Materials in Bridges ; 150-161
05.09.2003
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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