Mechanical Properties of High-Strength Q690 Steel at Elevated Temperature

Author:

Wang Weiyong1,Wang Kang2,Kodur Venkatesh3,Wang Bin4

Affiliation:

1. Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

2. Graduate Student, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

3. Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824.

4. Engineer, Chongqing Daan Heavy Steel Structural Engineering Co. Ltd., Yongchuan Industrial Park, Chongqing 402181, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference19 articles.

1. Creep behavior of high-strength low-alloy steel at elevated temperatures

2. BSI (British Standard Institution). (2003). “Structural use of steel work in building. 8: Code of practice for fire resistant design.” BS5950-8 London.

3. Behavior of High Strength Structural Steel at Elevated Temperatures

4. A comparison of the fatigue behavior between S355 and S690 steel grades

5. Influence of quenching and tempering process on mechanical properties and microstructures of Q690D steel plates;Duan C. Y.;J. Iron Steel Res.,2013

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