鋼材の支圧強さおよび許容支圧応力度に関する研究その 3 : 総括

概要

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In previous paper, we investigated the elasto-plastic behavior, ultimate strength and deformation capacity in steel plates subjected to bearing stress in bearing type connection, applying the Moire Method. In this paper, additional experiments using the Moire method and numerical analysis by the finite element method are put into practice in steel plates which have various variables. And, the above mentioned analytical and experimental works on steel plates which have extensive variables (i.e., mechanical properties of steel plates, edge distances from center of bolthole, fastener's diameters, plates thickness) are investigated about following subjects. 1. Occurrence of the yielding regions and yielding process of the steel plates. 2. Considerations on displacement conditions and their regional boundaries of the steel plates. 3. Relationships of load-displacement on the connection. 4. Features and appearances near the ultimate state of the steel plates. 5. Examinations of allowable bearing stress and allowable values on bearing type connection. Finally, synthesis of the investigations of this series are examined.
社団法人日本建築学会の論文
1974-04-30