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dc.creatorArmstrong, I. C.
dc.date1971-06-30
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1303
dc.identifier10.5459/bnzsee.4.2.270-284
dc.descriptionThe paper defines full-strength butt welded bar splices and recognises their suitability
 for earthquake-resistant reinforced concrete structures detailed for ductility. Aspects of the successful use of the
pressure-gas process on an eight-storey shear
core building are reported. Essential features
 of a pressure-gas technique developed for
making full-strength butt welds on site are
described. The significance of a band of
 decarburised steel occurring at the weld interface is discussed, and provisions for its control are indicated. The paper gives test methods and criteria for quality control and acceptance purposes, with reference to a detailed Specification and "Statement of Technique and Equipment” under which the technique is now in principle accepted by the New Zealand Ministry of Works. Proving tests using the technique are reported, and a metallurgical report by R. M. Robb on the test welds, including micro-photographs, is appended. The paper concludes by indicating the practicability of making full-strength butt welds of HY60 bars by the pressure-gas process.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherNew Zealand Society for Earthquake Engineeringen-US
dc.relationhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1303/1261
dc.rightsCopyright (c) 1971 I. C. Armstrongen-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 4 No 2 (1971); 270-284en-US
dc.source2324-1543
dc.source1174-9857
dc.titleFull-strength butt welds of reinforcing bars by the pressure - gas processen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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