Stress-Strain Behavior of FRP-Confined Recycled Aggregate Concrete-Reference-Cited by-同舟云学术

Stress-Strain Behavior of FRP-Confined Recycled Aggregate Concrete

Published:2015-06 Issue:3 Volume:19 Page:04014054
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Zhao J. L.¹,Yu T.²,Teng J. G.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

2. Senior Lecturer, School of Civil, Mining and Environmental Engineering, Faculty of Engineering and Information Sciences, Univ. of Wollongong, NSW 2522, Australia.

3. Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China (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.1943-5614.0000513

Reference46 articles.

1. American Concrete Institute (ACI). (2008a). “Building code requirements for structural concrete (ACI 318M-08) and commentary.” Farmington Hills MI.

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

3. ASTM. (2002). “Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression.” C469-02 West Conshohocken PA.

4. ASTM. (2008). “Standard test method for tensile properties of polymer matrix composite materials.” D3039/D3039M West Conshohocken PA.

5. ASTM. (2010). “Standard test method for determining tensile properties of fiber reinforced polymer matrix composites used for strengthening of civil structures.” D7565/D7565M West Conshohocken PA.

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