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  4. GFRP-balsa sandwich bridge deck: Concept, design and experimental validation
 
conference paper

GFRP-balsa sandwich bridge deck: Concept, design and experimental validation

Keller, Thomas  
•
Rothe, Jan
•
de Castro San Roman, Julia  
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2014
Proceedings of the 7th International Conference on FRP Composites in Civil Engineering
CICE2014, The 7th International Conference on FRP Composites in Civil Engineering

The concept, design and experimental validation of the new Avançon Bridge in Bex, Switzerland, are described. The lightweight glass fiber-reinforced polymer (GFRP) sandwich bridge deck adhesively bonded to steel girders reduced the traffic disruption period by approximately 40 days or 80% compared to a cast-in-place concrete bridge and also enabled the bridge to be widened to two lanes. The semi-integral bridge concept allows the application of a continuous asphalt layer across the abutments without expansion joints and thus facilitates and reduces maintenance. The GFRP sandwich deck with structural balsa core fulfils all the requirements concerning serviceability, ultimate limit state and fatigue.

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Type
conference paper
Author(s)
Keller, Thomas  
Rothe, Jan
de Castro San Roman, Julia  
Osei-Antwi, Michael  
Date Issued

2014

Published in
Proceedings of the 7th International Conference on FRP Composites in Civil Engineering
Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
CCLAB  
Event nameEvent placeEvent date
CICE2014, The 7th International Conference on FRP Composites in Civil Engineering

Vancouver, Canada

August 20-22, 2014

Available on Infoscience
December 3, 2014
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/109193
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