2013
DOI: 10.1016/j.jmatprotec.2013.07.004
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Assessment of residual stress of welded structural steel plates with or without post weld rolling using the contour method and neutron diffraction

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Cited by 36 publications
(10 citation statements)
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“…Similar stresses are accrued with a single track deposition in traditional welds, and have previously been relieved by imparting a compensating plastic strain by treatments such as peening [14] and rolling [15]. However, when a rolling step was introduced into a wire-plasma AM process, in addition to a decrease in residual stresses, a large reduction in the prior β grain size was observed accompanied by a weakening of the β <100> fibre texture [16].…”
Section: Introductionmentioning
confidence: 73%
“…Similar stresses are accrued with a single track deposition in traditional welds, and have previously been relieved by imparting a compensating plastic strain by treatments such as peening [14] and rolling [15]. However, when a rolling step was introduced into a wire-plasma AM process, in addition to a decrease in residual stresses, a large reduction in the prior β grain size was observed accompanied by a weakening of the β <100> fibre texture [16].…”
Section: Introductionmentioning
confidence: 73%
“…Data smoothing must deal with surface roughness and EDM cutting artifacts as these effects are amplified during the process of calculating stress from displacements [21]. As a result, this step effectively becomes critical for accurate evaluation of stresses using the contour method [22]. In the present study, MATLAB R2012b was used for curve fitting using linear extrapolation with 20 mm knot spacing.…”
Section: Data Processingmentioning
confidence: 99%
“…Difference in stresses may also result from displacements measurement errors. During data processing in the contour method, smoothing knots are not tuned a priori, some level of uncertainty is induced in both the smoothed surface and consequently in residual stress [22].…”
Section: Comparisonmentioning
confidence: 99%
“…CM has found a number of applications; some of them are of particular relevance such as butt joints of S355 structural steel [28], 80-mm thick ferritic steel welds [24], 70-mm thick dissimilar metal (ferritic to austenitic) welds [15] and ferritic steel plates welded using low and very high heat input processes [25], friction stir welds between 25.4-mm thick plates of aluminum alloys 7050-T7451 and 2024-T351 [29], 2024-T351 aluminum alloy VPPA welds [19], welded Tee-joints [22], welds of 13% Cr-4% Ni steel [30,31], 316L stainless steel bead-on-plate specimens [32] and AA6061-T6 aluminum alloy friction stir butt welds [33].…”
Section: Residual Stress Analysis On Welded Joints By Means Of Numerimentioning
confidence: 99%