2017
DOI: 10.1016/j.ijfatigue.2016.09.018
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Fatigue strength of TIG-dressed ultra-high-strength steel fillet weld joints at high stress ratio

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Cited by 44 publications
(34 citation statements)
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“…FSP can be used as a new technique to increase fatigue strength of the fusion-welded joints, and provide advantages different from grinding [14] [15] [16] and remelting [17] [18] [19] for the weld geometry modification or peening [20] [21] [22] and post-weld heat treatment [23] for decreasing tensile residual stress. However, use of the FSP technique has been limited to a few light metal alloy welds so far.…”
Section: Introductionmentioning
confidence: 99%
“…FSP can be used as a new technique to increase fatigue strength of the fusion-welded joints, and provide advantages different from grinding [14] [15] [16] and remelting [17] [18] [19] for the weld geometry modification or peening [20] [21] [22] and post-weld heat treatment [23] for decreasing tensile residual stress. However, use of the FSP technique has been limited to a few light metal alloy welds so far.…”
Section: Introductionmentioning
confidence: 99%
“…Fatigue strength of arc-welded joints is commonly said to be lower than that of the base metal, because of stress concentration, tensile residual stress, and deterioration of the mechanical properties due to microstructural change at the weld toe. Various post-weld treatments have been proposed to increase fatigue strength of the welds, and are generally divided into two groups of residual stress modi cation, those of peening [1][2][3][4] and post-weld heat treatment [5,6], and weld geometry modi cation such as grinding [7][8][9] and remelting [10][11][12]. Residual stress modi cation is more effective than weld geometry modi cation under low applied stress amplitude, but seems not effective under high applied stress amplitude, because of residual stress relaxation during fatigue [13].…”
Section: Introductionmentioning
confidence: 99%
“…Most authors studying the HSLA steel welds' fatigue life usually focus on the butt welds from the high-strength steels. If they deal with the fillet welds, there are performed fatigue tests at selected stress amplitudes within the loading cycles from 10 5 up to 2 × 10 6 [17], and for the remaining stress amplitudes are just used an approximation of the fatigue curves or there are used cruciform welds at testing [18,19]. These welds are due to their symmetry of four fillet welds more suitable in light of our own testing.…”
Section: Introductionmentioning
confidence: 99%