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Load-carrying capacity of overmatched welded joint of stainless steel for building structure

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Abstract

A finite element (FE) analysis of tensile test for a welded joint of austenitic stainless steel for a building structure SUS304A predicts necking in the weld metal as well as lower tensile strength than that of the base metal, even though the joints has the strength-overmatched weld metal. The FE analytical studies also suggest that such an anticipated deformation behavior comes from large difference in uniform elongation between the base metal and the weld metal. Experimental works for overmatched welded joints using SUS 304A and welding wire TS308MoJ supports the joint strength and the necking behavior demonstrated by the FE analysis. On the basis of parametric FE analyses, mechanical parameters that should be controlled to ensure the base metal necking and the tensile strength of a base metal in tensile test of the overmatched joint are proposed.

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References

  1. (2001) Stainless steel building Association of Japan, Design standard for building structure of stainless steel, 2nd edn (in Japanese)

  2. JIS G 4321–2000 (2000) Stainless steel for building structure (in Japanese)

  3. Shimura Y (2008) Stainless steel structure, No.36, pp. 25–28 (in Japanese)

  4. Shimura Y (2009) Stainless steel structure, No.37, pp. 23–26 (in Japanese)

  5. Maruyama T (2006) Stainless steel structure, No.29, pp. 24-27 (in Japanese)

  6. JIS Z 3323–2007 (2007) Stainless steel flux cored wires and rods for arc welding

  7. Okazaki T (2007) Stainless steel structure, No.31, pp.24–28 (in Japanese)

  8. Okazaki T (2007) Stainless steel structure, No.32, pp.22–25 (in Japanese)

  9. JIS Z 3121–1993 (1993) Methods of tensile test for butt welded joints

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Acknowledgments

The experiments were conducted in cooperation with Japanese Society of Steel Construction. The authors sincerely acknowledge the beneficial and the financial supports.

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Authors and Affiliations

  1. Osaka University, Osaka, Japan

    Mitsuru Ohata, Shotaro Ueno & Fumiyoshi Minami

  2. Nippon Steel & Sumikin Welding Co., Ltd., Chiba, Japan

    Takashi Namekata

  3. Nippon Welding Rod Co., Ltd., Tokyo-shi, Japan

    Shigeki Satoh

  4. Taseto Co., Ltd., Yokohama, Japan

    Tsukasa Okazaki

  5. Nippon Steel Corporation, Chiyoda, Japan

    Yasumi Shimura

  6. Kobe Steel, Ltd., Kobe, Japan

    Hirohisa Watanabe

Authors
  1. Mitsuru Ohata
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  2. Shotaro Ueno
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  3. Takashi Namekata
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  4. Shigeki Satoh
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  5. Tsukasa Okazaki
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  6. Yasumi Shimura
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  7. Hirohisa Watanabe
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  8. Fumiyoshi Minami
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Corresponding author

Correspondence to Mitsuru Ohata.

Additional information

Doc. IIW-2486, recommended for publication by Commission X “Structural Performances of Welded Joints — Fracture Avoidance”.

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Ohata, M., Ueno, S., Namekata, T. et al. Load-carrying capacity of overmatched welded joint of stainless steel for building structure. Weld World 58, 743–753 (2014). https://doi.org/10.1007/s40194-014-0171-6

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  • DOI: https://doi.org/10.1007/s40194-014-0171-6

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