Fatigue design of welded very thin-walled SHS-to-plate joints under in-plane bending

Author:

Mashiri F.R,Zhao X.L,Grundy P,Tong L

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Design of tubular members and connections using amendment number 3 to AS4100;Zhao;Journal of the Australian Institute of Steel Construction,1996

2. Fatigue strength of thin-walled tube-to-tube T-joints under in-plane bending;Mashiri,1999

3. EC3. Eurocode 3: Design of Steel Structures — Part 1.1: General Rules and Rules for Buildings. ENV 1993-1-1, European Committee for Standardisation, 1992.

4. SAA. Steel Structures, Australian Standard AS 4100-1998, Standards Association of Australia, Sydney, Australia, 1998.

5. CSA. Limit State Design of Steel Structures, CAN/CSA-S16.1-M89. Canadian Standards Association, Rexdale, Ontario, Canada, 1989.

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