Experimental Study on Shear Behavior of Reinforced-Concrete Members Fully Wrapped with Large Rupture-Strain FRP Composites-Reference-Cited by-同舟云学术

Experimental Study on Shear Behavior of Reinforced-Concrete Members Fully Wrapped with Large Rupture-Strain FRP Composites

Published:2014-06 Issue:3 Volume:18 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Jirawattanasomkul Tidarut¹,Dai Jian-Guo²,Zhang Dawei³,Senda Mineo⁴,Ueda Tamon⁵

Affiliation:

1. Ph.D. Candidate, Div. of Engineering and Policy for Sustainable Environment, Graduate School of Engineering, Hokkaido Univ., Sapporo 060-8628, Japan.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

3. Associate Professor, Dept. of Civil Engineering, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China.

4. Former Master Student, Div. of Built Environment, Faculty of Engineering, Hokkaido Univ., Sapporo 060-8628, Japan.

5. Professor, Div. of Engineering and Policy for Sustainable Environment, Faculty of Engineering, Hokkaido Univ., Sapporo 060-8628, Japan (corresponding author).

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.1943-5614.0000442

Reference28 articles.

1. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440 Farmington Hills MI.

2. Deformation capacity of RC piers wrapped by new fiber-reinforced polymer with large fracture strain

3. Bai Y. L. Dai J. G. and Teng J. G. (2013). “Cyclic compressive behavior of concrete confined with large rupture strain FRP composites.” J. Compos. Constr. in press.

4. Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review

5. Behavior and Modeling of Concrete Confined with FRP Composites of Large Deformability

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