REAEARCH PAPER |
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Fatigue Strength Analysis of Spot Weld and Weld-bonded Joint for SUS304 Stainless Steel |
XIAO Zhijie, ZENG Kai, HE Xiaocong, XING Baoying, ZHANG Long, SUN Xinyu
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Faculty of Mechanical and Electrical Engineering, Kunming University of Science and Technology, Kunming 650500 |
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Abstract Tensile shear test of spot welds and weld-bonded joints of 1.5 mm SUS304 austenitic stainless steel was made to acquire their tensile strength. Fatigue test of spot welds and weld-bonded joints was carried out under different levels of stresses, and two kinds of joint′s load-life curves were obtained. Scanning electron microscopy was used to explore the fatigue failure mechanism. Results showed that the relatively good parameters for weld-bonded joints were welding current 10.0 kA, welding time 80 ms, and welding pressure 0.5 MPa. Under this welding parameters, the tensile strength of spot welds, uncured weld-bonded and cured weld-bonded joints were 12 825.5 N, 10 345.6 N and 10 022.9 N, respectively. Weld-bonded joints had a higher fatigue strength than spot welds. Fatigue failure modes of spot welds and weld-bonded joints were mainly composed of eyebrow failure and interfacial fracture mode. In the process of fatigue failure of weld-bonded joints, the rubber failure occurred first, then fatigue crack initiated from the heat affected zone edge between the inner surface and extended in the direction of thickness and width.
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Published: 07 May 2018
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1 Sun Haitao, Zhang Yansong, Lai Xinmin, et al. Comparison of joint performance between weld-bonding and resistance spot welding of dual-phase steel[J]. Trans China Weld Inst,2009,30(10):17(in Chinese). 孙海涛, 张延松, 来新民,等. 双相钢胶焊与电阻点焊接头性能对比分析[J]. 焊接学报,2009,30(10):17. 2 Xu W, Chen D L, Liu L, et al. Microstructure and mechanical pro-perties of weld-bonded and resistance spot welded magnesium-to-steel dissimilar joints[J]. Mater Sci Eng A,2012,537:11. 3 Darwish S M H, Ghanya A. Critical assessment of weld-bonded te-chnologies[J]. J Mater Process Technol,2000,105:221. 4 Wang Huafeng, Wang Hongyan, Chen Junyi. Shear tension fatigue behavior of bonded joint, weldbonded joint and spot-welded joint[J] J Tongji University: Nat Sci Ed,2011,39(3):421(in Chinese). 王华峰, 王宏雁, 陈君毅. 胶接、胶焊与点焊接头剪切拉伸疲劳行为[J]. 同济大学学报:自然科学版,2011,39(3):421. 5 Zhang Y S, Sun H T, Chen G L, et al. Comparison of mechanical properties and microstructure of weld nugget between weld-bonded and spot welded dual-phase steel[J]. Proc Inst Mech Eng Part B,2009,223(10):1341. 6 Bartczak B, Mucha J, Trzepieciński T. Stress distribution in adhesively-bonded joints and the loading capacity of hybrid joints of car body steels for the automotive industry[J]. Int J Adhes Adhes,2013,45:42. 7 Costa R M H, Reis M L J, Souza P B J, et al. Experimental investigation of the mechanical behaviour of spot welding-adhesives joints[J]. Compos Struct,2015,133:847 8 Wen Jing, Wang Chunsheng, Xu Guocheng, et al. Analysis on dynamic resistance in resistance spot welding of stainless steel[J]. Trans China Weld Inst,2008,29(11):69(in Chinese). 文静, 王春生, 徐国成,等. 不锈钢电阻点焊过程中的动态电阻变化规律分析[J]. 焊接学报,2008,29(11):69. 9 Xu Feng. Microstructure and mechanical properties of capacitor spot welding joint of stainless steel[J]. Mater Mech Eng,2010,34(6):64(in Chinese). 徐峰. 不锈钢薄板储能焊点焊接头的显微组织与力学性能[J]. 机械工程材料,2010,34(6):64. 10 Lu Pengyan, Liu Yu, Wu Huajie, et al. Research on tension fatigue performance of HRB500 high-strength rebar and fractography analysis[J].J Mech Strength,2015,37(2):248(in Chinese). 陆鹏雁, 刘煜, 吴华杰,等. HRB500高强钢筋拉压疲劳性能研究及断口分析[J]. 机械强度,2015,37(2):248. |
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