構造工学論文集 A
Online ISSN : 1881-820X
鋼構造・橋:論文
1700MPa級軸先行降伏型超高力ボルトを用いた引張接合継手の数値解析的研究
杉本 悠真森山 仁志木村 勇次津﨑 兼彰山口 隆司
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2025 年 71A 巻 p. 489-502

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In this study, FEM was conducted to clarify the mechanical behavior and applicability of conventional design formulas for tensile type bolted joint using 1700MPa-class ultra-high-strength bolts. The 1700MPa-class bolts significantly improve the initial stiffness, the yield strength, the maximum strength and the deformation performance of tensile type joints compared to conventional high-strength bolts. Additionally, the conventional design formulas conservatively estimate the yield and maximum strength and bolt axial force of the joints using 1700MPa-class bolts.

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