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

H. J. Joo; S. Lee; S. J. Yoon; J. K. Park; S. G. Youn

doi:10.4028/0-87849-989-x.1355

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

H. J. Joo, S. Lee, S. J. Yoon, J. K. Park, S. G. Youn

Dept. of Civil Engineering

Research output: Contribution to journal › Article › peer-review

11 Scopus citations

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.

Original language	English
Pages (from-to)	1355-1360
Number of pages	6
Journal	Key Engineering Materials
Volume	306-308 II
DOIs	https://doi.org/10.4028/0-87849-989-x.1355
State	Published - 2006

Keywords

Composite bridge deck
Concrete
Experiment
FRP
Shear connector

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10.4028/0-87849-989-x.1355

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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.",

keywords = "Composite bridge deck, Concrete, Experiment, FRP, Shear connector",

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AU - Joo, H. J.

AU - Lee, S.

AU - Yoon, S. J.

AU - Park, J. K.

AU - Youn, S. G.

PY - 2006

Y1 - 2006

N2 - 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.

AB - 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.

KW - Composite bridge deck

KW - Concrete

KW - Experiment

KW - FRP

KW - Shear connector

UR - https://www.scopus.com/pages/publications/33644853116

U2 - 10.4028/0-87849-989-x.1355

DO - 10.4028/0-87849-989-x.1355

M3 - Article

AN - SCOPUS:33644853116

SN - 1013-9826

VL - 306-308 II

SP - 1355

EP - 1360

JO - Key Engineering Materials

JF - Key Engineering Materials

ER -

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

Abstract

Keywords

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