Tests to Determine Stress Concentration Factors for Square Bird-Beak SHS Joints under Chord and Brace Axial Forces

Author:

Cheng Bin1,Qian Qin2,Zhao Xiao-Ling3

Affiliation:

1. Associate Professor, State Key Laboratory of Ocean Engineering, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China (corresponding author).

2. Graduate Student, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China.

3. Professor, Dept. of Civil Engineering, Monash Univ., Melbourne, VIC 3168, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference24 articles.

1. Ansys 12 [Computer software].

2. Fatigue behaviors of square-to-square hollow section T-joint with corner crack. I: Experimental studies

3. FEM analysis of conventional and square bird-beak SHS joint subject to in-plane bending moment — experimental study

4. Davies G. Owen J. S. and Kelly R. (1996). “Bird beak T-joints in square hollow sections: A finite element investigation.” Proc. Int. Offshore and Polar Engineering Conf. Int. Soc. of Offshore and Polar Engineers Mountain View CA 1–6.

5. International Institute of Welding (IIW). (2008). Recommended fatigue design procedure for welded hollow section joints-part 1: Recommendations part 2: Commentary XV-1035-99 Cedex France.

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