Experimental and Analytical Investigation of Crack Spacing and Width for Overlaid RC Beams at Elevated Temperatures-Reference-Cited by-同舟云学术

Experimental and Analytical Investigation of Crack Spacing and Width for Overlaid RC Beams at Elevated Temperatures

Published:2017-12 Issue:12 Volume:143 Page:04017168
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Dawei¹,Rashid Khuram²,Wang Bo³,Ueda Tamon⁴

Affiliation:

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

2. Assistant Professor, Dept. of Architectural Engineering and Design, Univ. of Engineering and Technology, Lahore 54890, Pakistan (corresponding author).

3. Professor, School of Civil Engineering, Jilin Jianzhu Univ., Jilin 130118, China.

4. Professor, Division of Engineering and Policy for Sustainable Environment, Faculty of Engineering, Hokkaido Univ., Kita 13 Jo Nishi 8 Chome Kita-ku, Sapporo 060-8628, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001910

Reference17 articles.

1. Concrete blocks for thermal insulation in hot climate

2. Residual bond strength between steel bars and concrete after elevated temperatures

3. Design provisions for crack spacing and width in RC elements externally bonded with FRP

4. Time–temperature analysis of bond strength of a rebar after fire exposure

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