Bond Behavior of Concrete-Filled Steel Tubes at Elevated Temperatures-Reference-Cited by-同舟云学术

Bond Behavior of Concrete-Filled Steel Tubes at Elevated Temperatures

Published:2017-11 Issue:11 Volume:143 Page:04017147
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Song Tian-Yi¹,Tao Zhong²,Han Lin-Hai³,Uy Brian⁴

Affiliation:

1. Career Development Fellow, Centre for Infrastructure Engineering, Western Sydney Univ., Penrith, NSW 2751, Australia; Associate Professor, College of Architecture and Civil Engineering, Beijing Univ. of Technology, Beijing 100124, P.R. China.

2. Professor, Centre for Infrastructure Engineering, Western Sydney Univ., Penrith, NSW 2751, Australia (corresponding author).

3. Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, P.R. China.

4. Professor, School of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

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.0001890

Reference17 articles.

1. Incremental collapse threshold for pushout resistance of circular concrete filled steel tubular columns;Aly T.;J. Constr. Steel Res.,2010

2. Push-out test of pre-stressing concrete filled circular steel tube columns by means of expansive cement;Chang X.;Constr. Build. Mater.,2009

3. Mechanical properties of normal and high strength concretes subjected to high temperatures and using image analysis to detect bond deteriorations;Culfik M. S.;Constr. Build. Mater.,2010

4. Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fire

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