A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2017; you can also visit the original URL.
The file type is application/pdf
.
Experimental Study on Flexural Behaviour of Hybrid GFRP/Concrete Bridge Deck
[chapter]
2011
Advances in FRP Composites in Civil Engineering
A novel cost-effective hybrid GFRP/ Concrete deck system consists of the corrugated pultruded GFRP plate with T-upstands for the tension part and concrete with distributing reinforcing bars for the compression part was proposed. Static tests on six full-scale models with different influence factors such as penetrating bars and surface treatment under sagging moments were conducted and observed to evaluate the loadcarrying capacity and failure modes of proposed hybrid deck system. Results from
doi:10.1007/978-3-642-17487-2_41
fatcat:ixyb4bghtbemvlpggzz4zsbdvi