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contributor authorS. Hossain
contributor authorP. J. Bouchard
contributor authorC. E. Truman
contributor authorD. J. Smith
date accessioned2017-05-09T00:21:22Z
date available2017-05-09T00:21:22Z
date copyrightAugust, 2006
date issued2006
identifier issn0094-9930
identifier otherJPVTAS-28470#420_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/134508
description abstractThis paper presents measurements of the in-plane residual stress components through the wall of a 218mm long, 26mm deep repair weld, offset by 7mm from the centerline of a girth weld joining two type 316H stainless steel pipes approximately 37mm thick. The measurements were obtained using the deep hole drilling technique. Two locations were examined: (i) mid-length of the repair weld and (ii) the stop-end of the repair. Both measurements were taken along the girth weld centerline. The distributions and magnitudes of the measured longitudinal and transverse stress components at the two locations were very similar over the outer half of the pipe wall. Over the inner half of the pipe wall both components of stress were found to be significantly more compressive at the stop-end of the repair than at mid-length. In general, the transverse residual stresses were found to be lower than the longitudinal residual stresses at both locations. The measured stress profiles are compared with predicted residual stresses from a three-dimensional finite element analysis.
publisherThe American Society of Mechanical Engineers (ASME)
titleMeasurement of Residual Stresses in a Type 316H Stainless Steel Offset Repair in a Pipe Girth Weld
typeJournal Paper
journal volume128
journal issue3
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2218346
journal fristpage420
journal lastpage426
identifier eissn1528-8978
keywordsMaintenance
keywordsResidual stresses
keywordsStress
keywordsPipes
keywordsStainless steel
keywordsMeasurement AND Finite element analysis
treeJournal of Pressure Vessel Technology:;2006:;volume( 128 ):;issue: 003
contenttypeFulltext


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