Effect of Temperature on Strength and Elastic Modulus of High-Strength Steel-Reference-Cited by-同舟云学术

Effect of Temperature on Strength and Elastic Modulus of High-Strength Steel

Published:2013-02 Issue:2 Volume:25 Page:174-182
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Wang Wei-yong¹,Liu Bing²,Kodur Venkatesh³

Affiliation:

1. Associate Professor, College of Civil Engineering, Chongqing Univ., Chongqing, 400045, China.

2. Graduate student, College of Civil Engineering, Chongqing Univ., Chongqing, 400045, China.

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

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.1943-5533.0000600

Reference42 articles.

1. AISC. (2005). “Specification for structural steel buildings.” ANSI/AISC 2005:360-05 Chicago.

2. ASTM. (2001). “Standard test method for dynamic Young’s modulus shear modulus and Poisson’s ratio by impulse excitation of vibration.” E1876-1 West Conshohocken PA.

3. ASTM. (2007). “Standard specification for high-strength low-alloy columbium-vanadium structural steel.” A572/A572M-07 West Conshohocken PA.

4. ASTM. (2008). “Standard specification for carbon structural steel.” ASTM A36/A36M West Conshohocken PA.

5. ASTM. (2011). “Standard specification for structural steel shapes.” ASTM A992/A992M-11 West Conshohocken PA.

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