Effect of High Temperature on the Bond Performance of Reinforcing Bars in Inorganic Polymer Concrete-Reference-Cited by-同舟云学术

Effect of High Temperature on the Bond Performance of Reinforcing Bars in Inorganic Polymer Concrete

Published:2018-02-22 Issue:2 Volume:16 Page:75-83
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Chen Huiguo¹,Liu Guocui¹,Ren Junru¹,Zhong Ting¹,Wang Miaoshuo¹

Affiliation:

1. Department of Military Installations, Army Logistics University of PLA, Chongqing, China.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/16/2/16_75/_pdf

Reference11 articles.

1. 1) Diederichs, U., and Schneider, U., (1981). “Bond strength at high temperatures.” Magazine of Concrete Research, 33(115), 75-84.

2. 2) El-Hawary, M. M. and Hamoush, S. A., (1996). “Bond shear modulus of reinforced concrete at high temperatures.” Engineering Fracture Mechanics, 55(6), 991-999.

3. 3) Lloyd, N. A. and Rangan, B. V., (2010). “Geopolymer concrete with fly ash.” In: J. Zachar, P. Claisse, T. R. Naik and E. Ganjian, Eds. 2nd International Conference on Sustainable Construction Materials and Technologies, Ancona 28-30 June 2010.

4. 4) Morley, P. D. and Royles, R., (1980). “The influence of high temperature on the bond in reinforced concrete.” Fire Safety Journal, 2(4), 243-255.

5. 5) Morley, P. D. and Royles, R., (1983). “Response of the bond in reinforced concrete to high temperatures.” Magazine of Concrete Research, 35(123), 67-74.

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