Experimental Study of Retrofitted Cracked Concrete with FRP and Nanomodified Epoxy Resin-Reference-Cited by-同舟云学术

Experimental Study of Retrofitted Cracked Concrete with FRP and Nanomodified Epoxy Resin

Published:2017-05 Issue:5 Volume:29 Page:04016275
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Li Yue¹,Liu Xiongfei²,Li Jiaqi³^ORCID

Affiliation:

1. Professor, Key Laboratory of Urban Security and Disaster Engineering, MOE, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing Univ. of Technology, Beijing 100124, China.

2. Ph.D. Student, Key Laboratory of Urban Security and Disaster Engineering, MOE, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing Univ. of Technology, Beijing 100124, China.

3. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001810

Reference49 articles.

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3. ASTM. (2008). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D3039 West Conshohoken PA.

4. Behavior in compression of concrete cylinders externally wrapped with basalt fibers

5. Chinese Standard. (2002) “Standard for test method of mechanical properties on ordinary concrete.” GB/T 50081-2002 China.

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