Fatigue Behavior of Welded T-Joints with a CHS Brace and CFCHS Chord under Axial Loading in the Brace

Author:

Wang Ke1,Tong Le-Wei2,Zhu Jun3,Zhao Xiao-Ling4,Mashiri Fidelis R.5

Affiliation:

1. Senior Engineer, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai, China; and Senior Engineer AECOM Asia Co. Ltd., 138 Shatin Rural Committee Rd., Hong Kong, China.

2. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

3. Engineer, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200041, China; and East China Architecture Design and Research Institute, Shanghai, China.

4. Professor, Dept. of Civil Engineering, Monash Univ., Clayton VIC3168, Australia; Chang-Jiang Professor, School of Civil Engineering, Tongji Univ., Shanghai, China; and Charter Member, Structural Engineering Institute and Engineering Mechanics Institute, ASCE, Reston, VA 20191.

5. Senior Lecturer, School of Engineering, Univ. of Western Sydney, Penrith 2751, Australia; and Guang-Hua Foundation Scholar, School of Civil Engineering, Tongji Univ., Shanghai 20092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. American Welding Society (AWS). (2004). “Structural welding code-steel.” AWS D1.1/1.1M Miami.

2. American Welding Society (AWS). (2008). “Structural welding code-steel.” ANSI/AWS D1.1-08 Miami.

3. THE FATIGUE BEHAVIOUR OF HOLLOW SECTION JOINTS

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