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Experimental investigation on the structural behavior of shear connectors used in the FRP and concrete bridge deck system

Authors
Joo, H.J.Lee, S.Yoon, S.J.Park, J.K.Youn, S.G.
Issue Date
2006
Publisher
Trans Tech Publications Ltd
Keywords
Composite bridge deck; Concrete; Experiment; FRP; Shear connector
Citation
Key Engineering Materials, v.306-308 II, pp.1355 - 1360
Journal Title
Key Engineering Materials
Volume
306-308 II
Start Page
1355
End Page
1360
URI
https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/25004
DOI
10.4028/0-87849-989-x.1355
ISSN
1013-9826
Abstract
Feasibility study on the use of newly developed FRP and concrete composite bridge deck system is conducted. To lengthen the service life of bridge deck, the steel-free bridge deck system is developed. In this deck system, shear connectors between FRP module and concrete are utilized and structural behavior of shear connectors is investigated experimentally. The result of an investigation reveals that the system is promising.
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