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Articles

Effects of static loads on weldability repair/reinforcement by welding for steel bridges in service

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Pages 91-95 | Received 06 Jan 2010, Accepted 25 Oct 2010, Published online: 04 Mar 2013

References

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  • TakabaS, YasudaO, KajiharaH. Repair for fatigue cracks under shoe in the transverse beam member of steel pier for bridge with field TIG welding. Preprints of the National Meeting of the Japan Welding Society. 2007;81:136–137 (in Japanese).
  • IzumiI, KimY-C, NakanishiY, HorikawaK. A judging method of advisability of welding under pulsating loads – welding on structures in service condition (Report III). Quart J Jpn Weld Soc. 1991;9(2):294–298 (in Japanese).
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  • AganoY, FujihiraS, KimY-C. Repair/reinforcement by welding under pulsating loads – repair/reinforcement by welding for steel bridges in service (II). Preprints of the National Meeting of the Japan Welding Society. 2006;79:310–311 (in Japanese).

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