Bond Behavior between Basalt Fiber–Reinforced Polymer Sheet and Concrete Substrate under the Coupled Effects of Freeze-Thaw Cycling and Sustained Load-Reference-Cited by-同舟云学术

Bond Behavior between Basalt Fiber–Reinforced Polymer Sheet and Concrete Substrate under the Coupled Effects of Freeze-Thaw Cycling and Sustained Load

Published:2013-08 Issue:4 Volume:17 Page:530-542
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Shi Jiawei¹,Zhu Hong²,Wu Zhishen³,Seracino Rudolf⁴,Wu Gang⁵

Affiliation:

1. Ph.D. Student, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China.

2. Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China.

3. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author).

4. Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695-7533.

5. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000349

Reference32 articles.

1. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R0-08 Farmington Hills MI.

2. ASTM. (2003). “Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing.” C666/C666M-03 West Conshohocken PA.

3. Durability of concrete beams externally reinforced with composite fabrics

4. Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete

5. Chinese Standard GB 50608. (2010). “Technical code for infrastructure application of FRP composites.” GB 50608-2010 China Architecture and Building Press Beijing (in Chinese).

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