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Experimental Investigation on the Structural Behavior of Shear Connectors Used in the FRP and Concrete Bridge Deck System
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.
Info:
Periodical:
Main Theme:
Edited by:
Ichsan Setya Putra and Djoko Suharto
Pages:
1355-1360
DOI:
10.4028/www.scientific.net/KEM.306-308.1355
Citation:
H. J. Joo et al., "Experimental Investigation on the Structural Behavior of Shear Connectors Used in the FRP and Concrete Bridge Deck System", Key Engineering Materials, Vols. 306-308, pp. 1355-1360, 2006
Online since:
March 2006
Authors:
Price:
$35.00
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