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Evaluation and Repair of Wrought Iron and - Purdue e-Pubs ...

Evaluation and Repair of Wrought Iron and - Purdue e-Pubs ...

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2136- Passes were then added with the same E6010 or E7018 SMAW 1/8” diameterwelding rod at an average rate <strong>of</strong> 3.8 in/min using the same machine, amperage<strong>and</strong> voltage as the initial pass. These passes were alternated on either side untilthe final pass was above the original surface <strong>of</strong> the wrought iron being weldedtogether, as seen in Figure D.5. In between each pass the chisel hammer, wirebrush <strong>and</strong> sometimes the grinder were used to remove slag that had risen to thesurface <strong>of</strong> the weld.7- The metal was also left to cool slightly in between each pass to ensure that thetemperature was not too high. (This would correlate to having a maximum interpasstemperature <strong>of</strong> 250 o F similar to the Filler Weld <strong>Repair</strong>.)8- Figure D.6 shows the number <strong>and</strong> sequence <strong>of</strong> weld passes placed in each tensiletest coupon.9- After the welding was completed, the specimens were left to cool in air slowly toroom temperature.10- The specimens were then surface ground smooth until the faces were flush.

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