構造
鋼板添え板ボルト接合部の逆方向に力が作用する2 面せん断性能に関する研究
2018 年 24 巻 57 号 p. 601-606
詳細
2018 年 24 巻 57 号 p. 601-606
The purpose of this research is to clarify double shear with force acting in the opposite direction of bolted joints with the steel side plates. Experiment verified the validity of calculation method of shear stiffness by theory of a beam on elastic foundation and calculation method of shear yield strength by European yield theory. And it was clarified that shear performance of double shear with force acting in the opposite direction and single shear are the same if the bolt length is more than a certain value.
