Fatigue Tests and Design of Thin Cold-Formed Square Hollow Section-to-Plate T Connections Under Cyclic In-Plane Bending

Author:

Mashiri Fidelis Rutendo1,Zhao Xiao Ling2,Grundy Paul3

Affiliation:

1. Doctoral Candidate, Dept. of Civil Engineering, Monash Univ., Clayton, VIC. 3800, Australia.

2. Senior Lecturer, Dept. of Civil Engineering, Monash Univ., Clayton, VIC. 3800, Australia.

3. Professor, Dept. of Civil Engineering, Monash Univ., Clayton, VIC. 3800, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference44 articles.

1. ASTM. (1991). “Standard practice for statistical analysis of linear or linearized stress-life (S–N) and strain-life (ε-N) fatigue data.” ASTM Designation E739-91 Proc. ASTM Committee E-8 on Fatigue and Fracture American Society for Testing and Materials West Conshohocken Pa. 129–137.

2. BSI. (1991). “Guidance on methods for assessing acceptability of flaws in fusion welded structures.” PD 6493 British Standards Institute London.

3. CEN. (1997). “Cold formed welded structural hollow sections of non-alloy and fine grain steels-Part 2: Tolerances dimensions and sectional properties.” EN10219-2 Committee for European Standardization Brussels Belgium.

4. CSA. (1994). “Limit states design of steel structures.” CAN/CSA-S16.1-M94 Canadian Standards Association Rexdale Ontario Canada.

5. de Back J. van Delft D. R. V. and Noordhoek C. (1989). “The effect of plate thickness on fatigue life of welded tubular joints and flat specimens.” Proc. 8th Int. Conf. on Offshore Mechanics and Arctic Engineering The Hague The Netherlands 31–37.

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