FATIGUE PERFORMANCE TESTING AND ANALYSIS OF CRANE GIRDERS FOR A STEEL MAKING PLANT

Chang Haosong; Jiang Xinliang; Li Xiaorui; Huang Xinhao; Yang Jianping; Ge Anxiang

doi:10.13204/j.gyjz201109029

Volume 41 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(9): 127-130

Wang Wanping, Weng Guangyuan, Shen Wei. STUDY ON DATA FUSION METHOD FOR TRUSS STRUCTURE DAMAGE IDENTIFICATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 129-132. doi: 10.13204/j.gyjz201212028

Citation:

Chang Haosong, Jiang Xinliang, Li Xiaorui, Huang Xinhao, Yang Jianping, Ge Anxiang. FATIGUE PERFORMANCE TESTING AND ANALYSIS OF CRANE GIRDERS FOR A STEEL MAKING PLANT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 127-130. doi: 10.13204/j.gyjz201109029

Wang Wanping, Weng Guangyuan, Shen Wei. STUDY ON DATA FUSION METHOD FOR TRUSS STRUCTURE DAMAGE IDENTIFICATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 129-132. doi: 10.13204/j.gyjz201212028

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FATIGUE PERFORMANCE TESTING AND ANALYSIS OF CRANE GIRDERS FOR A STEEL MAKING PLANT

doi: 10.13204/j.gyjz201109029

1.
1. Department of Civil Engineering,Tianjin University,Tianjin 300072,China;
2.
2. Central Research Institute of Building and Construction of MCC,Beijing 100088,China;
3.
3. Wuhan Iron and Steel Company Limited,Wuhan 430080,China

Received Date: 2011-04-20
Publish Date: 2011-09-20

Abstract

Abstract

It was carried out an analysis of fatigue performance of crane girder using FE simulation according to the result of fatigue performance stress testing of crane girder for a steel plant. The result indicate that stress concentration is obvious on the mutation section of the crane girder and fatigue performance is serious. With the advances in production technology, the cranes are increasing the frequency of operation which will make the under-load effect coefficient increase significantly. The value in the existing Code of Design of Steel Structures (GB 500172003) may be is lower than that of the actual situation, leading to insecurity. Therefore, it was recommended that 0.9 should be taken as the value of under-load effect coefficient for the heavy duty work system of crane hook in order to ensure the fatigue security of crane girders.
- steel crane girder,
- under-load effect coefficient,
- stress test,
- finite element analysis,
- fatigue

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References(6)

References

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[3] 路志浩,徐峰,何庆祥.变截面吊车梁圆弧式和直角式突变支座的受力性能分析[J].结构工程师,2010,26(1):22-27.

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