2021
DOI: 10.3390/met11020293
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Fatigue Performance of High- and Low-Strength Repaired Welded Steel Joints

Abstract: Large portions of infrastructure buildings, for example highway- and railway bridges, are steel constructions and reach the end of their service life, as a reason of an increase of traffic volume. As lifetime extension of a commonly used weld detail (transverse stiffener) of these structures, a validated approach for the weld repair was proposed in this study. For this, welded joints made of S355J2+N and S960QL steels were subjected to cyclic loading until a pre-determined crack depth was reached. The cracks w… Show more

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Cited by 9 publications
(9 citation statements)
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“…Residual stress measurements by X-ray diffraction of test series H to M 35 and N 36 in as-welded conditions showed a low residual stress level at the surface of the weld toe. However, numerical assessment of the residual stresses by structural welding simulation of welded joints H to M 33 showed a higher tensile residual stress level below the surface layer. Because of the mentioned uncertainties, welding residual stresses are not considered in the current study.…”
Section: Consideration Of Welding Residual Stressesmentioning
confidence: 90%
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“…Residual stress measurements by X-ray diffraction of test series H to M 35 and N 36 in as-welded conditions showed a low residual stress level at the surface of the weld toe. However, numerical assessment of the residual stresses by structural welding simulation of welded joints H to M 33 showed a higher tensile residual stress level below the surface layer. Because of the mentioned uncertainties, welding residual stresses are not considered in the current study.…”
Section: Consideration Of Welding Residual Stressesmentioning
confidence: 90%
“…A method is proposed and tested in this study for the probabilistic fatigue assessment of welded joints based on their individual geometrical parameters using a combination of methods from previous studies. 17,20,27,28 The geometrical parameters were evaluated from 3D surface scans of 26 test series from previous studies [30][31][32][33][34][35][36] of welded joints.…”
Section: Discussionmentioning
confidence: 99%
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“…Studies on repair welding are conducted in the fields of piping components, aeronautic structures, and bridges, and most of them focused on changes in the mechanical properties, microstructure, and residual stress of the weld zone after repair welding. 612 Luo et al 6 investigated the effect of the welding heat input in repair welding using 304 stainless steel. They reported that cracks easily occur when the welding heat input is small because the mechanical properties of the heat-affected zone (HAZ) deteriorate.…”
Section: Introductionmentioning
confidence: 99%