鋼管柱・はり接合部の強度・剛性に関する研究 (その 2) : 鋼管径厚比の変化による接合部の応力・変形の相異および接合部の降伏について

概要

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In the previous paper, we have reported about the elastic behavior of beam-to-column connections in thick wall tubular columns considering the variation of shearing stress distribution in wall thickness. In this paper, we compare values of Saint-Venant's flexure theory which we have solved in the previous paper with values of shear flow theory. In the first, we discuss difference of maximum shearing stress and shearing strain by ratios of outside diameter and wall thichness. And then we discuss the yield of bending and the yield of shearing force considering both ratios of outside diameter and wall thickness and ratios of beam-depth and outside diameter of connections. Finally, we consider the deflection of connections due to bending and shearing force.
社団法人日本建築学会の論文
1972-07-30