令和元年度土木学会全国大会第74回年次学術講演会

講演情報

第I部門

座屈・耐荷力(柱)

2019年9月3日(火) 16:40 〜 18:10 I-1 (幸町北3号館 311講義室)

座長:高橋 実(土木研究所)

[I-28] Residual stresses in T section and angle section made from stainless steel

*Sthapit Shranay1、Matsuo Atsushi1、Ono Kiyoshi1、Shibuya Atsushi2、Shimura Yasumi3、Kobayashi Yusuke4 (1. Waseda University、2. Public Works Research Institute、3. Japanese Society of Steel Construction、4. Japan Bridge Association Inc.)

キーワード:Residual stress、Stainless steel、SUS316、T section、Angle section

Corrosion damage has become an important consideration in the design of steel bridge members, such as sway bracings and lateral bracings. Stainless steel can be applied to these bridge members due to its corrosion resistance, and can reduce maintenance costs. However, it is essential to investigate its material properties, such as residual stresses. The purpose of this study is to obtain data on the residual stress distributions for T section and angle section made from stainless steel. The results of this investigation show that the residual stresses for stainless steel can be evaluated based on the previously proposed models for conventional steel.

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