構造工学論文集 A
Online ISSN : 1881-820X
鋼構造・橋(床版を含む)
高力スタッドボルトを用いた一面摩擦接合継手の力学的挙動に関する研究
山本 佑大山口 隆司彭 雪奥村 学
著者情報
ジャーナル フリー

2019 年 65A 巻 p. 409-418

詳細
抄録

In reinforcing the patch plates to the damaged member of the bridge, Single-sided construction is desired in some cases. The high-strength stud bolt welds the bolt directly to the plate, enabling single-sided construction. However, there are only a few examples of one side frictional joints with high strength stud bolts, and it is desirable to accumulate data of them. We conduct slip test of one side frictional joints with high strength bolts (F8T) and high strength stud bolts (S8T), and compare and examine their mechanical behavior. As a result of the slip test, their slip coefficient was 0.4 or more. The same tendency as the slip behavior of one side frictional joints with high strength bolts (F8T) was seen.

著者関連情報
© 2019 公益社団法人 土木学会
前の記事 次の記事
feedback
Top