Fatigue Performance of Bridge Deck Reinforced with Cost-to-Performance Optimized GFRP rebar with 900 MPa Guaranteed Tensile Strength

Author:

You Young-Jun12,Kim Jang-Ho Jay1,Park Young-Hwan2,Choi Ji-Hun1

Affiliation:

1. School of Civil and Environmental Engineering, Yonsei University, Seoul, Republic of Korea.

2. Structural Engineering Research Institute, Korea Institute of Civil Engineering & Building Technology, Goyang-Si, Gyeonggi-Do, Republic of Korea.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference23 articles.

1. 1) ACI 440.1R-06, (2006). “Guide for the design and construction of concrete reinforced with FRP bars.” American Concrete Institute.

2. 2) ACI 440.3R-04, (2004). “Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” Farmington Hills (MI, USA), American Concrete Institute.

3. 3) ACI 440R-96, (1996). “State-of-the-art report on fiber reinforced plastic (FRP) reinforcement for concrete structures.” American Concrete Institute; 2006.

4. 4) Aslan 100 Glass Fiber Reinforced Polymer (GFRP) Rebar Product Data Sheet <http://www.aslanfrp.com/Aslan100/Resources/Aslan100_datasheet1.pdf>, Sept 30, 2014.

5. 5) CAN/CSA-S6-00, (2000). “Canadian highway bridge design code.” Canadian Standard Association.

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