Influence of reinforcement arrangement details on mechanical behavior of precast concrete barrier with loop connection

Author:

Basit S.ORCID,Maki T.,Mutsuyoshi H.,Ishihara Y.,Tajima H.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference14 articles.

1. American Concrete Institute (ACI): USA “550.2R-13, Design Guide for Connections in Precast Jointed Systems,” 2013.

2. Semi-rigid behaviour of connections in precast concrete structures;Görgün,1997

3. Performance of a developed TL-5 concrete bridge barrier reinforced with GFRP hooked bars: Vehicle crash testing;Sennah;J Bridge Eng,2018

4. Lopez-Anido, R., GangaRao, H. V. S., Troutman, D., Williams, D. “Design and construction of short-span bridges with modular FRP composite deck.” InSecond International Conference on Composites in Infrastructure National Science Foundation (Vol. 1), 1998.

5. Connection of concrete barrier rails to FRP bridge decks;Zhao;Compos B Eng,2004

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