Refinement of a Design-Oriented Stress–Strain Model for FRP-Confined Concrete-Reference-Cited by-同舟云学术

Refinement of a Design-Oriented Stress–Strain Model for FRP-Confined Concrete

Published:2009-08 Issue:4 Volume:13 Page:269-278
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Teng J. G.¹²³⁴,Jiang T.¹²³⁴,Lam L.¹²³⁴,Luo Y. Z.¹²³⁴

Affiliation:

1. Chair Professor of Structural Engineering, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).

2. Ph.D. Student, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

3. Senior Research Fellow, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

4. Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, 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.1943-5614.0000012

Reference40 articles.

1. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI-318 Farmington Hills Mich.

2. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI-440 2R Farmington Hills Mich.

3. Compressive behavior of concrete externally confined by composite jackets

4. An analytical model for stress–strain behavior of confined concrete

5. British Standards Institution. (1997). “Structural use of concrete. Part 1: Code of practice for design and construction.” BS-8110 London.

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