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. YoonJ.K. ParkS.G. Youn

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Experimental Investigation on the Structural Behavior of Shear Connectors Used in the FRP and Concrete Bridge Deck System

机译：Experimental Investigation on the Structural Behavior of Shear Connectors Used in the FRP and Concrete Bridge Deck System

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摘要

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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来源
《Key engineering materials》 |2006年第2期|1355-1360|共6页
作者
H.J. Joo; S. Lee; S.J. YoonJ.K. ParkS.G. Youn;
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作者单位

Department of Civil Engineering, Hongik University, 72-1 Sangsu-dong, Mapo-gu, Seoul 121-791, Korea;

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原文格式 PDF
正文语种英语
中图分类工程基础科学;
关键词
FRP; concrete; composite bridge deck; shear connector; experiment;

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Experimental Investigation on the Structural Behavior of Shear Connectors Used in the FRP and Concrete Bridge Deck System

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