Spatially resolved materials property data from a uniaxial cross-weld tensile test
dc.contributor.author | Turski, M | en_AU |
dc.contributor.author | Smith, MC | en_AU |
dc.contributor.author | Bouchard, PJ | en_AU |
dc.contributor.author | Edwards, L | en_AU |
dc.contributor.author | Withers, PJ | en_AU |
dc.date.accessioned | 2010-04-09 | en_AU |
dc.date.accessioned | 2010-04-30T05:08:18Z | en_AU |
dc.date.available | 2010-04-09 | en_AU |
dc.date.available | 2010-04-30T05:08:18Z | en_AU |
dc.date.issued | 2009-12 | en_AU |
dc.date.statistics | 2009-12 | en_AU |
dc.description.abstract | Application 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.identifier.citation | Turski, 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, 131(6), 7. doi:10.1115/1.4000196 | en_AU |
dc.identifier.govdoc | 1534 | en_AU |
dc.identifier.issn | 0094-9930 | en_AU |
dc.identifier.issue | 6 | en_AU |
dc.identifier.journaltitle | Journal of Pressure Vessel Technology | en_AU |
dc.identifier.pagination | 7 | en_AU |
dc.identifier.uri | http://dx.doi.org/10.1115/1.4000196 | en_AU |
dc.identifier.uri | http://apo.ansto.gov.au/dspace/handle/10238/3129 | en_AU |
dc.identifier.volume | 131 | en_AU |
dc.language.iso | en | en_AU |
dc.publisher | American Society of Mechanical Engineers (ASME) | en_AU |
dc.subject | Interferometry | en_AU |
dc.subject | Tensile properties | en_AU |
dc.subject | Stainless steels | en_AU |
dc.subject | Welded joints | en_AU |
dc.subject | Strains | en_AU |
dc.subject | Buildup | en_AU |
dc.title | Spatially resolved materials property data from a uniaxial cross-weld tensile test | en_AU |
dc.type | Journal Article | en_AU |
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