構造工学論文集 A
Online ISSN : 1881-820X
鋼構造・橋(床版を含む)
当て板高力ボルト補修された断面欠損鋼板に生じる応力の推定
石川 敏之八重垣 諒太
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ジャーナル フリー

2018 年 64A 巻 p. 409-420

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The purpose of this study is to estimate the stress introduced in steel plate with thickness-reduced section repaired by patch plates with high-strength bolts. First, to investigate the tendency of stress in thickness-reduced section, finite element analysis was carried out with several parameters of thickness and length of thickness-reduced section. Then, a simple equation of stress introduced in thickness-reduced section in steel plate repaired by patch plates with high-strength bolts was proposed. Additionally, the tensile tests of steel plate with thickness-reduced section repaired by patch plates with high-strength bolts were conducted to verify the availability of proposed equation.

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