連結板の外に延長したフィラーを有する高力ボルト摩擦接合継手のすべりおよびすべり後挙動に関する解析的研究  [in Japanese] Numerical study on slip and after-slip behavior of high strength bolted frictional joint with tight type filler extended toward the outside of splice plate  [in Japanese]

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Abstract

<p>If the thicknesses of connected plates in high strength bolted joint are different, filler plate is used to adjust the difference in thicknesses. The filler is extended in some cases to reduce the relative displacement between splice and connected plate. In Japanese design codes, the extended filler is usually adopted to bearing type bolted joint. Slip and after-slip behavior of the extended filler plate in frictional joint is not investigated. This study focuses on the extended filler. The behaviors are investigated by FEM analysis. This paper concludes that the influence of extension of filler in high strength bolted frictional joint is small to resistances such as slip load and yield load.</p>

Journal

  • Journal of Structural Engineering, A

    Journal of Structural Engineering, A 66A(0), 521-528, 2020

    Japan Society of Civil Engineers

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