Please use this identifier to cite or link to this item: https://apo.ansto.gov.au/dspace/handle/10238/3129
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dc.contributor.authorTurski, Men_AU
dc.contributor.authorSmith, MCen_AU
dc.contributor.authorBouchard, PJen_AU
dc.contributor.authorEdwards, Len_AU
dc.contributor.authorWithers, PJen_AU
dc.date.accessioned2010-04-09en_AU
dc.date.accessioned2010-04-30T05:08:18Z-
dc.date.available2010-04-09en_AU
dc.date.available2010-04-30T05:08:18Z-
dc.date.issued2009-12en_AU
dc.identifier.citationTurski, M., Smith, M. C., Bouchard, P. J., Edwards, L., & Withers, P. J. (2009). Spatially resolved materials property data from a uniaxial cross-weld tensile test. Journal of Pressure Vessel Technology-Transactions of the ASME, 131(6), 7. doi:10.1115/1.4000196en_AU
dc.identifier.govdoc1534-
dc.identifier.issn0094-9930en_AU
dc.identifier.urihttp://dx.doi.org/10.1115/1.4000196en_AU
dc.identifier.urihttp://apo.ansto.gov.au/dspace/handle/10238/3129en_AU
dc.description.abstractApplication of electronic speckle pattern interferometry (ESPI) is described to measure the spatial variation in monotonic tensile stress-strain properties along “cross-weld” specimens machined from a stainless steel three-pass welded plate. The technique, which could also be done with digital image correlation, was applied to quantify how the material 0.2%, 1%, 2%, 5%, 10%, and 20% proof stress varied with distance from the center-line of the weldment for parent and weld material associated with the first and final passes. The stress-strain curves measured by the ESPI method correlated closely with stress-strain data measured using conventional test specimens. The measured results are consistent with the hypothesis that thermo-mechanical cycles associated with the welding process work harden previously deposited (single-pass) weld metal and the surrounding parent material. The stress-strain response of the heat affected zone adjacent to the first weld pass is consistent with an accumulated (equivalent monotonic) plastic strain of 6.5% and that of the first pass weld bead was consistent with an accumulated plastic strain of approximately 4% greater than the state of the final pass weld metal. © 2009, American Society of Mechanical Engineers (ASME)en_AU
dc.language.isoenen_AU
dc.publisherAmerican Society of Mechanical Engineers (ASME)en_AU
dc.subjectInterferometryen_AU
dc.subjectTensile propertiesen_AU
dc.subjectStainless steelsen_AU
dc.subjectWelded jointsen_AU
dc.subjectStrainsen_AU
dc.subjectBuildupen_AU
dc.titleSpatially resolved materials property data from a uniaxial cross-weld tensile testen_AU
dc.typeJournal Articleen_AU
dc.date.statistics2009-12en_AU
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