RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL

Zhang Jiayuan; Wu Yun; He Peng

doi:10.13204/j.gyjz201011029

Volume 40 Issue 11

May 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(11): 122-125

Zhang Jiayuan, Wu Yun, He Peng. RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029

Citation:

Zhang Jiayuan, Wu Yun, He Peng. RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029

Zhang Jiayuan, Wu Yun, He Peng. RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029

Citation:

Zhang Jiayuan, Wu Yun, He Peng. RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029

PDF( 0 KB)

RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL

doi: 10.13204/j.gyjz201011029

1.
1. Communication Planning and Design Institute of Hubei Province,Wuhan 430051,China;
2.
2. Bureau of Communication of Xiantao,Xiantao 433000,China

Received Date: 2010-03-20
Publish Date: 2010-11-20

Abstract

Abstract

Considering the characteristics of concrete-filled steel tube(CFST) tubular joints and comparing its endurance failure with hollow tubular joints,it is known that the fatigue failure mode of the two is basically the same.The method based on bilinear model of forecasting fatigue life of CFST tubular joints is brought forward in this paper.And the rationality of the method is validated in rational range by a real example.
- concrete-filled steel tube (CFST) tubular joints,
- fatigue life,
- bilinear model,
- fracture mechanics

FullText(HTML)

References(11)

References

[2] 张家元.固有缺陷法在钢管混凝土拱桥管节点疲劳寿命中的应用研究「J」.工业建筑,2009,39(1):128-130.

张家元.钢管混凝土拱桥管－板节点承载力试验研究「D」.重庆: 重庆交通大学,2006.

[3] 范文理.管结构节点疲劳设计「C」∥第十四届全国桥梁学术会议论文集.南京:2000.

[4] Chang E,Dover W D.Stress Concentration Factors ParametricEquations for Tubular X and DT Joint[J].International Journal ofFatigue,1996,18(6):363-387.

[5] Chiew S P,Soh C K,Fung T C,et al.Numerical Study ofMultiplanar Tubular DX-Joints Subject to Axial Loads [J].Computers and Structures,1999,72(6):749-761.

[6] Radaj D,Sonsino C M,Flade D.Prediction of Service FatigueStrength of a Welded Tubular Joint on the Basis of the Notch StrainApproach[J].International Journal of Fatigue,1998,20 (6):471-480.

[7] Bowness D,Lee M M K.Fatigue Crack Curvature Under the WeldToe in an Offshore Tubular Joints[J].International Journal ofFatigue,1998,20(6):481-490.

[8] 拉达伊D.焊接结构疲劳强度[M].郑朝云,张式程,译.北京:科学出版社,1993.

[9] 郑学祥.船舶及海洋工程结构的断裂与疲劳分析[M].北京:海洋出版社,1988.

[10] GB 500172003 钢结构设计规范[S].

[11] 钢结构的疲劳设计规范[M].西北工业大学,铁道部科学研究院,译.西安:西北工业大学出版社,1989.

Relative Articles

[1]	DENG Yang, WANG Tong, LI Benxin, DU Tongxin, CAO Baoya. Experimental Research on Fatigue Performance of Bent Steel Plates with Surface Cracks Using Externally Bonded Reinforcing Plates[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 91-99. doi: 10.3724/j.gyjzG24013001
[2]	YUAN Xigui, ZHANG Kai. Experimental Research on Fatigue Life of Composite Beams with Laminated Slabs and Z2 Fatigue Details[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 115-119,28. doi: 10.13204/j.gyjzG22012509
[3]	YUAN Xigui. Experimental Research on Fatigue Performance of Composite Beam with Laminated Slabs Based on Studs Destroyed[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 147-153,82. doi: 10.13204/j.gyjzG21122206
[4]	WANG Wujun, JIE Zhiyu, CHEN Chao. FATIGUE PERFORMANCE OF CRACKED WELDED CRUCIFORM JOINTS STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 181-187. doi: 10.13204/j.gyjzG20011305
[5]	MA Guomin, JIN Xiunan, LI Wuxiong, ZHAO Yiwei. RESEARCH ON PROPAGATION CHARACTERISTICS OF FATIGUE CRACK FOR STEEL BRIDGE DECKS WITH OPEN-SHAPED LONGITUDINAL RIBS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 100-105. doi: 10.13204/j.gyjzG21031202
[6]	FU Yanqing, LAN Tao, DING Min, ZHUANG Jinzhao, QIAO Haiyang, YAO Yaming, SHANG Cheng. ANALYSIS ON THE FATIGUE PROPERTIES OF INDUSTRIAL SLAG BIN[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 128-132. doi: 10.13204/j.gyjzG20042007
[8]	Cao Xia, Tang Ting, Liu Yaqiong, Jin Qizhi, Jin Lingzhi. ANALYSIS OF THE FLEXURAL FATIGUE PROPERTY OF REACTIVE POWDER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 93-96. doi: 10.13204/j.gyjz201505020
[9]	Zheng Yun, Yue Qingrui, Chen Xuan, Li Zhongyu. FATIGUE TEST RESEARCH ON CFRP STRENGTHENED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 148-152. doi: 10.13204/j.gyjz201305031
[10]	Liu Ronggui, Liu Tao, Zhang Yiduo, Gao Song, Chen Yu. RESEARCH ON A MODEL OF THE INFLUENCE COEFFICIENT FOR PRE-FREEZE-THAWING FATIGUE LIFE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 5-8,20. doi: 10.13204/j.gyjz201006002
[11]	Zhang Jiayuan, Fan Wenli, Ding Wangxing, Ai Zhineng. RESEARCH ON FATIGUE LIFE OF CFST ARCH BRIDGE TUBULAR JOINTS BASED ON THE METHOD OF NATURAL FLAW[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 128-130,137. doi: 10.13204/j.gyjz200901028
[12]	Zheng Yun, Yue Qingrui, Hui Yunling, Ye Lieping. FRACTURE ANALYSIS OF THE INTERFACE BETWEEN STEEL AND FRP PLATE FOR THE STEEL BEAMS REINFORCED WITH FRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 106-108. doi: 10.13204/j.gyjz200811026
[13]	Zhang Ke, Ye Lieping, Yue Qingrui. ANALYSIS OF FATIGUE LIFE OF CONCRETE BEAMS REINFORCED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 107-112. doi: 10.13204/j.gyjz200807027
[14]	Zheng Yun, Ye Lie-ping, Yue Qing-rui, Dong Jia-lin. PARAMETER STUDY ON STEEL PLATES REINFORCED BY CFRP PLATES WITH FINITE ELEMENT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 99-103. doi: 10.13204/j.gyjz200606027
[15]	Zheng Yun, Ye Lieping, Yue Qingrui. FRACTURE MECHANICS ANALYSIS OF STEEL STRUCTURES WITH FATIGUE DAMAGES STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 79-82. doi: 10.13204/j.gyjz200510024
[16]	Zeng Zhixing. STUDY ON CRACK IN STEEL FIBER REINFORCED CONCRETE BASED ON FRACTURE MECHANICS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 53-55. doi: 10.13204/j.gyjz200503019
[17]	Hu Baolin, Guo Yaojie. CHECKOUT AND STRENGTHENING FOR THE MAIN MILL BUILDING OF A STEELWORKS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 78-79,84. doi: 10.13204/j.gyjz200405025