|Table of Contents|

[1] Jiao Jinfeng, Lei Honggang, Chen Y Frank,. Numerical simulation and experimental studyon constant amplitude fatigue behaviorof welded cross plate-hollow sphere joints [J]. Journal of Southeast University (English Edition), 2018, 34 (1): 62-70. [doi:10.3969/j.issn.1003-7985.2018.01.010]
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Numerical simulation and experimental studyon constant amplitude fatigue behaviorof welded cross plate-hollow sphere joints()
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Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
34
Issue:
2018 1
Page:
62-70
Research Field:
Civil Engineering
Publishing date:
2018-03-20

Info

Title:
Numerical simulation and experimental studyon constant amplitude fatigue behaviorof welded cross plate-hollow sphere joints
Author(s):
Jiao Jinfeng1 Lei Honggang1 Chen Y Frank2
1College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China
2Department of Civil Engineering, Pennsylvania State Harrisburg, Middletown, PA 17057, USA
Keywords:
welded cross plate-hollow sphere joint constant amplitude load finite element analysis S-N curve
PACS:
TU391
DOI:
10.3969/j.issn.1003-7985.2018.01.010
Abstract:
In order to reveal the constant-fatigue fracture form and mechanism of the welded cross plate-hollow sphere joints(WCPHSJs)and establish its formula, the WCPHSJs were fatigue tested. A total of 19 specimens were tested under constant amplitude fatigue loads using a specially designed test rig. The joint was analyzed statically by the finite element analysis(FEA), and metallographic analysis of fatigue fracture was done by the electron scanning microscope. Numerical simulation and experimental results show that the hot-spot of WCPHSJ lies at the weld toe location where severe stress is concentrated. Fatigue cracks initiate at the weld toe and then propagate circumferentially around the sphere with a diameter equivalent to the width of the cross plate up to the fatigue fracture. The initial welding defects and constructional detail constitute the main factor of fatigue failure. The S-N curves for the joints were developed through a linear regression analysis of fatigue data. A formula for calculating constant amplitude fatigue, based on the concept of the hot spot stress amplitude, is proposed.

References:

[1] Lei H G, Yin D Y. Research progress on fatigue of grid structure with suspension cranes [J]. Spatial Structures, 2008, 14(4):32-36, 52.(in Chinese)
[2] Lei H G. The analysis on the surface stress of welded hollow sphere joint [J]. Journal of Taiyuan University of Technology, 1994, 25(1):10-17.(in Chinese)
[3] Tan Y C, Lan T, Yang Y D, et al. Experimental investigation of the load-bearing behavior of hollow spherical joint for space truss and its rational design[C]//Selected Papers of Space Structure. Beijing, China: Chinese Science Publishing and Media Ltd., 1985:135-147.(in Chinese)
[4] Han Q H, Pan Y D, Liu X L. Analysis for the ultimate tensile and compressive bearing capacity of welded hollow spherical joints [J]. China Civil Engineering Journal, 2003, 36(10):1-6.(in Chinese)
[5] Ministry of Housing and Urban-Rural Development of the People’s Republic of China. JGJ7—2010. Technical specification for space frame structures[S].Beijing: China Architecture and Building Press, 2010.(in Chinese)
[6] Han Q H, Liu X L. Ultimate bearing capacity of the welded hollow spherical joints in spatial reticulated structures [J].Engineering Structures, 2004, 26(1):73-82. DOI:10.1016/j.engstruct.2003.08.012.
[7] Dong S L, Xing L, Zhao Y, et al. Simplified theoretical solution and practical calculation method for welded hollow spherical joints of rectangular hollow section members [J]. China Civil Engineering Journal, 2006, 39(6):12-18.(in Chinese)
[8] Hu W S, Huang P, Hu H B. Study on the bearing capacity formula of welded hollow spheres in space trusses [J]. Building Science, 1995, 3:39-42.(in Chinese)
[9] Wang X L, Luan W. Ultimate bearing capacity of large-scale welded hollow spherical joint in tests [J]. Spatial Structures, 2011, 17(3):42-46.(in Chinese)
[10] Jiang L C, Gao R, Xu G B. Study on influence of different factors on support capacity of hollow spherical connectors [J]. Journal of Northern Jiaotong University, 1998, 22(4):41-44.(in Chinese)
[11] Xiong S S, Ji H, Deng J, et al. Finite element analysis and full-scale experimental research of complex loading on large-diameter welded hollow spherical joint [J]. Engineering Mechanics, 2006, 23(Sup I):184-188.(in Chinese)
[12] Ji H, Xiong S S, Huang L T. Finite element analysis and full-scale experimental study on large spherical joint in multi-axial loading [J]. Engineering Mechanics, 2010, 27(4):173-178.(in Chinese)
[13] Ding Y, Qi L, Li Z X. Mechanical calculation model for welded hollow spherical joint in spatial latticed structures [J]. Advanced Steel Construction, 2011, 7(4):330-343.
[14] Zhang Z Y, Hao S W. Nonlinear numerical analysis on the existing welded hollow spherical joints strengthened by rib stiffeners outside the ball [J]. Building Science, 2012, 28(9): 14-19.(in Chinese)
[15] Chen Y, Guan S J, Guo Y, et al. Study on ultimate tensile bearing capacity of welded hollow spherical joints with stiffeners and a diameter of over 1m [J]. China Civil Engineering Journal, 2016, 49(2):1-10.(in Chinese)
[16] Xiao Y K, Qin D Q, Ma Q R. The stress analysis of crossed plate-sphere joints under tensile loadings [J]. Journal of Taiyuan University of Technology, 1992, 23(2):45-52.(in Chinese)
[17] Xu G B, Cui J. Fatigue of space trussed and its fatigue life calculation [J]. Journal of Building Structures, 1994, 15(2):25-34.(in Chinese)
[18] Zhang Y L, Pan J Y, Pan J L. Analysis of common fatigue details in steel truss structures [J]. Tsinghua Science and Technology, 2004, 9(5):583-588.
[19] Jiao J F. The theoretical and experimental research on fatigue performance of crossed plate welded hollow spherical connection in plate-type grid structure [D]. Taiyuan: College of Architecture and Civil Engineering, Taiyuan University of Technology, 2013.(in Chinese)
[20] Liu Y J, He C, Huang C X, et al. Very long life fatigue behaviors of 16Mn steel and welded joint[J]. Structural Engineering and Mechanics. 2014, 52(5):889-901.
[21] CEN. Eurocode3 Design of steel structures—Part 1.9: Fatigue[S]. European Committee for Standardization, 2005.
[22] Ministry of Housing and Urban-Rural Development of the People’s Republic of China. GB 50017—2003. Code design of steel structures[S].Beijing: China Architecture and Building Press, 2003.(in Chinese)
[23] General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China. GB/T 13682—92. Axial load fatigue testing for threaded fasteners[S]. Beijing: China Standard Press, 1992.(in Chinese)
[24] Gurney T R. Fatigue of welded structures [M]. 2nd ed. London, UK: The Welding Institute Cambridge University Press, 1979.
[25] Ministry of Housing and Urban-Rural Development of the People’s Republic of China. JG/T 11—2009. Welded hollow spherical node of space grid structures[S]. Beijing: China Standard Press, 2009.(in Chinese)

Memo

Memo:
Biographies: Jiao Jinfeng(1979—), male, doctor, associate professor, jiaojf_1@126.com; Lei Honggang(corresponding author), male, doctor, professor, lhgang168@126.com.
Foundation items: The National Natural Science Foundation of China(No.51578357), the Natural Science Foundation of Shanxi Province(No.2015011062), Talent Training Program in the Postgraduate Joint Training Base of Shanxi Province(No.2016JD11).
Citation: Jiao Jinfeng, Lei Honggang, Chen Y Frank. Numerical simulation and experimental study on constant amplitude fatigue behavior of welded cross plate-hollow sphere joints[J].Journal of Southeast University(English Edition), 2018, 34(1):62-70.DOI:10.3969/j.issn.1003-7985.2018.01.010.
Last Update: 2018-03-20