HIGH-CYCLE FATIGUE PERFORMANCES AND MULTIAXIAL FATIGUE-LIFE PREDICTION FOR WELDED STEEL PIPES OF Q345

LIU Hui; CHEN Shichao; ZHOU Piao

doi:10.13204/j.gyjzG201906200004

Volume 51 Issue 2

Jun. 2021

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(2): 166-170

LIANG Yan, WEI Yingying, FENG Haoqi, ZHAO Ming, GUO Jing. Simulation Analysis on Construction Processes of Long-Span and Complex Steel Frames with Inclined Pillars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 75-80. doi: 10.13204/j.gyjzG201902180009

Citation:

LIU Hui, CHEN Shichao, ZHOU Piao. HIGH-CYCLE FATIGUE PERFORMANCES AND MULTIAXIAL FATIGUE-LIFE PREDICTION FOR WELDED STEEL PIPES OF Q345[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 166-170. doi: 10.13204/j.gyjzG201906200004

Citation:

PDF( 2689 KB)

HIGH-CYCLE FATIGUE PERFORMANCES AND MULTIAXIAL FATIGUE-LIFE PREDICTION FOR WELDED STEEL PIPES OF Q345

doi: 10.13204/j.gyjzG201906200004

Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan 430070, China

Received Date: 2020-08-20
Available Online: 2021-06-04

Abstract

Abstract

In order to explore the multiaxial high-cycle fatigue performances of welded members of steel pipe, the uniaxial tensile and torsional high-cycle fatigue tests of welded members of steel pipe were designed to obtain the stress-life curve (S-N curve) and fatigue parameters of welded members of steel pipe. On this basis, the modified Wöhler curve method(MWCM) based on critical surface theory was adopted to analyze the multiaxial high-cycle fatigue performances of welded members.The results showed that the uniaxial high-cycle fatigue performances of welded members of steel pipe was much lower than that of base metal with the same strength. With the increase of the ratio of normal stress amplitude to shear stress amplitude on fatigue critical plane, the fatigue life curve kept moving downward and the fatigue strength decreased. When the ratio of normal stress amplitude to shear stress amplitude on the critical plane remained constant, the multiaxial fatigue life decreased with the increase of shear stress amplitude on the critical plane. When the shear stress amplitude on the critical plane remained unchanged, the multiaxial fatigue life decreased with the increase of the normal stress amplitude on the critical plane.
- welded members of steel pipe,
- tensile high-cycle fatigue test,
- torsional high-cycle fatigue test,
- multiaxial high-cycle fatigue,
- critical plane method

FullText(HTML)

References(14)

References

吴德飞,童根树.含初始缺陷钢结构损伤累积至断裂及后期的调查分析[J]. 工程力学, 2006, 23(8):160-167.

廖芳芳,王伟,李文超,等.钢结构节点断裂的研究现状[J]. 建筑科学与工程学报, 2016, 33(1):67-75.

贾单锋,廖小伟,崔佳.Q345qD桥梁钢高周疲劳性能及γ-P-S-N曲线试验研究[J].天津大学学报(自然科学与工程技术版), 2016, 49(增刊1):122-128.

方冬慧,刘永杰,陈宜言,等.Q345桥梁钢焊接接头超高周疲劳性能[J].焊接学报,2011,32(8):77-80.

时新红,张建宇,鲍蕊,等.材料多轴高低周疲劳失效准则的研究进展[J].机械强度, 2008, 30(3):515-521.

时新红,鲍蕊,张建宇,等.多轴高周疲劳失效准则的对比分析[J].航空动力学报, 2008, 23(11):2007-2015.

赵丙峰,谢里阳,徐国梁,等.多轴疲劳寿命预测方法[J].失效分析与预防, 2017, 12(5):323-330.

FINDLEY W N. A Theory for the Effect of Mean Stress on Fatigue of Metals Under Combined Torsion and Axial Load or Bending[J]. Journal of Engineering Industry, 1959, 81(1):301-306.

MATAKE T. An Explanation on Fatigue Limit Under Combined Stress[J]. Bulletin of Japan Society of Mechanical Engineering (Bull JSME), 1977, 20:257-263.

MCDIARMID D L. A General Criterion for High Cycle Multiaxial Fatigue Failure[J]. Fatigue & Fracture of Engineering Materials & Structures, 1991, 14(4):429-453.

SUSMEL L.Three Different Ways of Using the Modified W hler Curve Method to Perform the Multiaxial Fatigue Assessment of Steel and Aluminium Welded Joints[J]. Engineering Failure Analysis, 2009, 16:1074-1089.

SUSMEL L. Modified W hler Curve Method, Theory of Critical Distances and Eurocode 3:A Novel Engineering Procedure to Predict the Lifetime of Steel Welded Joints Subjected to Both Uniaxial and Multiaxial Fatigue Loading[J]. International Journal of Fatigue, 2008, 30:888-907.

刘刚,黄一,赵一阳.基于临界面理论的焊接结构多轴疲劳寿命评估方法[J]. 船舶力学, 2013, 17(5):494-501.

武奇,邱惠清.基于结构应力的焊接接头多轴高周疲劳寿命估算[J].固体力学学报, 2010, 31(3):278-285.

Relative Articles

[1]	LIU Weiran, GUO Shida, FANG Bin, YU Haifeng, WANG Jiawei, GAO Renqing, YE Xihao, HAN Jiantian. Research on the Mechanical Properties of Steel Truss Support Platform During the Construction of the Roof of a Large-Scale Silo[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 263-270. doi: 10.3724/j.gyjzG22031614
[2]	HUANG Puxi, LUO Dan, ZHANG Bo, ZHU Yamin, SHEN Yang. Parametrically Simulative Analysis on Energy Saving and Carbon Reduction Potential of Movably Anhydrously Ecological Restrooms[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 83-93. doi: 10.13204/j.gyjzG22080509
[3]	AN Daoyao. Safety Limit Analysis for the Whole Construction Process of a Super High-Rise Building Under Strong Earthquakes[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 117-122. doi: 10.13204/j.gyjzG21062921
[4]	ZHOU Yan-ling, CAO Da-fu, WANG Kun, GE Wen-jie, LIU Jia-qi. Analysis of Creep Effect of Prestressed Concrete Continuous Beam Bridge in Construction Process[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 101-107. doi: 10.13204/j.gyjzg21060914
[5]	GAO Peng, GE Changwen, LIU Maofang, MENG Lei, YIN Zongcheng, WANG Zhiqiang, GAN Zhengyong, YANG Xuan, ZHU Jie. Numerical Analysis of Crack Resistance of Concrete Structure of Ultra-Long Round Stadium During Construction[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 94-99,110. doi: 10.13204/j.gyjzG22073006
[6]	LIANG Yan, LU Aoqi, GUAN Pinwu, WANG Yan, ZHANG Hao. ANALYSIS OF THE CONSTRUCTION INFLUENCE OF INCLINED COLUMN SUPPORT SYSTEM IN ANCIENT SITE PROTECTION BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 98-101,75. doi: 10.13204/j.gyjz201902180009
[7]	Huo Runke, Li Maoda, Li Jing, Wang Qiang, Yan Jirui. NUMERICAL SIMULATION AND ANALYSIS OF TUNNEL CONSTRUCTION PROCESS OF UNSYMMETRICAL TUNNEL IN SOFT ROCK[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 95-100. doi: 10.13204/j.gyjz201502021
[8]	Chen Xu. STUDY ON FIELD MEASUREMENT OF HIGH-FORMWORK WITH A HEIGHT OF 15 m[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 106-108. doi: 10.13204/j.gyjz201308023
[9]	Wei Gang, Chen Chunlai. NUMERICAL SIMULATION OF THE EFFECT OF DOUBLE-O-TUBE SHIELD TUNNEL CONSTRUCTION ON ADJACENT MASONRY BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 117-122,127. doi: 10.13204/j.gyjz201201022
[10]	Xiong Xueyu, Cheng Chen, Li Yuan, LüPin. STUDY ON THE CONSTRUCTION PROCESS OF PRESTRESSED CONCRETE FRAME TAKING ACCOUNT OF THE IMPACT OF THE SECONDARY INTERNAL FORCE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 12-15. doi: 10.13204/j.gyjz201112003
[11]	Zhang Zhong, Li Xiaojiang, Zhang Xinbin, Cheng Daye. FINITE ELEMENT ANALYSIS AND STUDY ON CURING METHODS AND TECHNICAL INDEXES OF MASS-CONCRETE CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 5-7,23. doi: 10.13204/j.gyjz201001002
[12]	Wang Bin, Wang Jieyuan, Yang Dongjun Xu Dexin, Duan Chengxiao. STUDY ON THE TIME-DEPENDENT RELIABILITY INDEX OF CONSOLIDATED REINFORCED CONCRETE BRIDGES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 1-5. doi: 10.13204/j.gyjz201010001
[13]	Zhang Zhong, Zhang Tao. APPLICATION OF FE METHOD IN TEMPERATURE CONTROL DURING CONSTRUCTION OF MASS CONCRETE RAFT FOUNDATIONS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 21-23. doi: 10.13204/j.gyjz201001007
[14]	Zheng Jiang, Hao Jiping, Li Cunliang, Yang Xiaoli, Wang Xiantie, Liu Shaowen. MECHANICS EMULATION AND ANALYSIS OF THE HESHI STUPA OF FAMEN TEMPLE DURING THE CONSTRUCTION PROCESS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 90-95. doi: 10.13204/j.gyjz200910022
[15]	Zhang Zhong, Zhang Xinbin. FINITE ELEMENT ANALYSIS OF TEMPERATURE STRESS OF CPR1000 NUCLEAR POWER PLANT RAFT WITH DIFFERENT POUR THICKNESS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 102-104,147. doi: 10.13204/j.gyjz200910024
[16]	Liu Xuewu, Guo Yanlin, Zhang Qinglin, Liu Luyu. ANALYSIS OF INTERNAL FORCE AND DEFORMATION FOR THE NEW CCTV HEADQUARTERS DURING THE CONSTRUCTION PROCESS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 22-29. doi: 10.13204/j.gyjz200709004
[17]	Liu An-jun, Gong Xiao-nan, Qian Guo-zhen. A NONLINEAR ANALYSIS OF COMBINED ACTIONS OF SOIL ANCHORS AND EARTH-RETAINING PILE WALL IN CONSIDERATION OF CONSTRUCTION STEPS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 74-78. doi: 10.13204/j.gyjz200605020
[18]	Mao Jinping, Xu Wei. RELIABILITY ANALYSIS OF ROCK- SOCKETED SUPPORT STRUCTURES WITH REAL- TIME DEFORMATION CONTROL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 42-44. doi: 10.13204/j.gyjz200602013
[19]	Wang Wei, Chen Xiaobao. FINITE ELEMENT ANALYSIS OF CAST IN PLACE HOLLOW IRREGULAR FLOOR OF PRESTRESSED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 47-49,63. doi: 10.13204/j.gyjz200502013
[20]	Guo Yanlin, Cui Xiaoqiang. KEY TECHNICAL PROBLEMS AND DISCUSSION IN CONSTRUCTION PROCESS OF LARGE SPAN STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 1-5,22. doi: 10.13204/j.gyjz200412001

Supplements(0)

Cited By

Cited by

Periodical cited type(3)

1.	张京龙. 斜柱板式基础工程测量方法及在房地产测量中运用研究. 科技资讯. 2023(15): 105-108 .
2.	王金荣，王秀丽，苟宝龙，王雁欣. 大型复杂体育馆钢结构吊装过程温度影响分析与现场监测研究. 工业建筑. 2023(08): 96-101+57 . 本站查看
3.	陈颖，丁东山，卢皓，叶福相. EPC模式下大跨钢桁架施工模拟分析融合结构设计. 工业建筑. 2023(S2): 798-800 . 本站查看