RESEARCH DEVELOPMENTS IN FATIGUE BEHAVIOUR OF WELDED CAST STEEL JOINTS IN TUBULAR TRUSSES

Peng Yang; Tong Lewei; Zhao Xiao-Ling

doi:10.13204/j.gyjz201009027

Volume 40 Issue 9

Dec. 2014

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Peng Yang, Tong Lewei, Zhao Xiao-Ling. RESEARCH DEVELOPMENTS IN FATIGUE BEHAVIOUR OF WELDED CAST STEEL JOINTS IN TUBULAR TRUSSES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 105-109,110. doi: 10.13204/j.gyjz201009027

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RESEARCH DEVELOPMENTS IN FATIGUE BEHAVIOUR OF WELDED CAST STEEL JOINTS IN TUBULAR TRUSSES

doi: 10.13204/j.gyjz201009027

1.
1. Department of Building Engineering,Tongji University,Shanghai 200092,China;
2.
2. Department of Civil Engineering,Monash University,Melbourne3800,Australia

Received Date: 2010-03-20
Publish Date: 2010-09-20

Abstract

Abstract

Welded tubular joints are often used as the main structural components in road and railway infrastructure, offshore platforms and supporting frames of wind turbines,where fatigue is a major concern. Cast-steel joints become an attractive solution to fatigue problems in tubular trusses. The fatigue behaviour of welded cast steel to hot-rolled tubes is the key research focus. This paper provides a summary of the application of welded cast steel joints,the material properties of cast steel and recent development in fatigue behaviour of welded cast steel joint. Future directions are pointed out for this research field in order to promote the application and design of such innovative joints in China.
- tubular trusses,
- cast steel-tube welded joints,
- fatigue strength,
- application and research

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References(39)

References

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