Fatigue Limit Improvement and Rendering Defects Harmless by Needle Peening for High Tensile Steel Welded Joint

被引:22
作者
Fueki, Ryutaro [1 ]
Takahashi, Koji [2 ]
Handa, Mitsuru [3 ]
机构
[1] Yokohama Natl Univ, Grad Sch Engn, Hodogaya Ku, 79-5 Tokiwadai, Yokohama, Kanagawa 2408501, Japan
[2] Yokohama Natl Univ, Fac Engn, Yokohama, Kanagawa 2408501, Japan
[3] Toyo Seiko Co Ltd, Technol Dev Grp, Yatomi City, Aichi 4901412, Japan
关键词
welded joint; needle peening; compressive residual stress; surface defect; fatigue limit; HIGH-STRENGTH STEEL; CRACK;
D O I
10.3390/met9020143
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The effects of needle peening (NP) on the bending fatigue limit of a high tensile steel (HTS) HT780 (JIS-SHY685)-welded joint containing an artificial semicircular slit on the weld toe were investigated. Three-point bending fatigue tests were conducted at a stress ratio of R = 0.05 for NP-treated welded specimens with and without a slit. The fatigue limits of all specimens increased by 9-200% due to the NP treatment. Furthermore, NP-treated specimens with slit depths of a = 1.0 mm exhibited high fatigue limits that were equal to those of NP-treated specimens without a slit. Therefore, a semicircular slit of less than a = 1.0 mm could be rendered harmless through NP treatment. This result indicates that the reliability of HTS-welded joints can be significantly improved via NP for surface defects with depths that are less than 1 mm, which are not detected through non-destructive inspection (NDI). Therefore, the problem regarding the reliability of HTS-welded joints that restricts the industrial utilization of HTS can be solved by performing both NDI and NP. The dominant factor that contributed to the improvement of the fatigue limit and increase in the acceptable defect size was the introduction of large and deep compressive residual stress with non-propagating cracks.
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页数:14
相关论文
共 20 条
[1]   EFFECT OF CYCLIC LOADING ON SUBSEQUENT YIELDING [J].
ABEL, A ;
MUIR, H .
ACTA METALLURGICA, 1973, 21 (02) :93-97
[2]   Fatigue strength of welded ultra high strength steels improved by high frequency hammer peening [J].
Berg, Joern ;
Stranghoener, Natalie .
20TH EUROPEAN CONFERENCE ON FRACTURE, 2014, 3 :71-76
[3]  
Fueki R., 2015, Materials Sciences and Applications, V6, P500, DOI DOI 10.4236/MSA.2015.66053
[4]   Prediction of fatigue limit improvement in needle peened welded joints containing crack-like defects [J].
Fueki, Ryutaro ;
Takahashi, Koji .
INTERNATIONAL JOURNAL OF STRUCTURAL INTEGRITY, 2018, 9 (01) :50-64
[5]  
Haagensen P.J., 2001, IIW Recommendations on Post Weld Improvement of Steel and Aluminium Structures, V13, P29
[6]   Effect of peening on the fatigue limit of welded structural steel with surface crack, and rendering the crack harmless [J].
Houjou, Keiji ;
Takahashi, Koji ;
Ando, Kotoji ;
Abe, Hisanori .
INTERNATIONAL JOURNAL OF STRUCTURAL INTEGRITY, 2014, 5 (04) :279-289
[7]   Improvement of fatigue limit by shot peening for high-tensile strength steel containing a crack in the stress concentration zone [J].
Houjou, Keiji ;
Takahashi, Koji ;
Ando, Kotoji .
INTERNATIONAL JOURNAL OF STRUCTURAL INTEGRITY, 2013, 4 (02) :258-266
[8]   Fatigue strength improvement of steel structures by high-frequency mechanical impact: proposed fatigue assessment guidelines [J].
Marquis, Gary B. ;
Mikkola, Eeva ;
Yildirim, Halid Can ;
Barsoum, Zuheir .
WELDING IN THE WORLD, 2013, 57 (06) :803-822
[9]  
Miki C., 1987, J JAPAN SOC CIV ENG, V1987, P329
[10]  
Nose T., 2008, Yosetsu Gakkai Shi, V77, P210