Stress-Concentration Factors in Circular Hollow Section and Square Hollow Section T-Connections: Experiments, Finite-Element Analysis, and Formulas

Author:

Tong L. W.1,Zheng H. Z.2,Mashiri F. R.3,Zhao X. L.4

Affiliation:

1. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering and Dept. of Building Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

2. Structural Engineer, Architectural Design and Research Institute, Tongji Univ., Shanghai, China; formerly, Ph.D. Student, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

3. Senior Lecturer, School of Engineering, Univ. of Western Sydney, Penrith South DC, NSW 1797, Australia; and Guang-Hua Education Foundation Scholar, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

4. Professor, Dept. of Civil Engineering, Monash Univ., Melbourne, VIC3168 Australia; presently, Visiting Chang-Jiang Professor, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference12 articles.

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

2. ANSYS 8.0 [Computer software]. Canonsburg PA Ansys.

3. Fatigue strength and stress concentration factors of CHS-to-RHS T-joints

4. Frater G. S. (1991). “Performance of welded rectangular hollow structural section trusses.” Ph.D. thesis Univ. Toronto Toronto.

5. Mashiri F. R. and Zhao X. L. (2004). “Plastic mechanism analysis of welded thin-walled T-joints made up of circular braces and square chords under in-plane bending.” Thin-Walled Structures 42(5) 759–783.doi:10.1016/j.tws.2003.12.010

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