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

Lai Wenhui, Pan Jinglong, Jin Xinan. COMPRESSIVE STRESS-STRAIN BEHAVIOR OF CONCRETE CONFINED BY FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 81-84. doi: 10.13204/j.gyjz200410024

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

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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

幸坤涛.在役钢结构吊车梁疲劳可靠性与安全控制研究[D].大连: 大连理工大学,2002.

[2] 杨建平.冶金工厂重级工作制钢吊车梁欠载效应等效系数的取值[J].建筑结构,2009,39(1):78-79.

[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.

[4] 杨建平,常好诵,王新泉.钢柱吊车肢柱头的疲劳破坏[J].建筑结构,2002,32(9):24-26.

[5] GB 500172003 钢结构设计规范[S].

[6] YB 925796 钢结构检测评估与加固技术规程[S].

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