構造工学論文集 A
Online ISSN : 1881-820X
鋼構造・橋:論文
箱断面高力スタッドボルト一面当て板補強における当て板端部のスタッド配置が力学的挙動に与える影響
石黒 陽菜山本 佑大奥村 学彭 雪山口 隆司
著者情報
ジャーナル フリー

2025 年 71A 巻 p. 477-488

詳細
抄録

The authors have proposed a method for patch plate reinforcement using high-strength stud bolts that can be installed from one side. However, the effect of the stud arrangement on load transfer is not yet fully understood. This study investigates how different stud arrangements affect the mechanical behavior, including slip by using FEA. As a result, even when the number of bolts in the first row was small, the staggered arrangement effectively suppressed slippage at the edge of the patch plate. This confirms that the stud arrangement has a significant impact on the load transfer mechanism. However, its effect on the overall reinforcement of the patch plate was found to be minimal.

著者関連情報
© 2025 公益社団法人 土木学会
前の記事 次の記事
feedback
Top