ステンレス山形鋼(SUS304,SUS304N2)引張筋違材の高力ボルト(10T-SUS)接合部の耐力に関する実験的研究

概要

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The mechanical property of stainless-steel is different from ordinary-steel's. The estimation formula of the yield, slip and maximum strength for the angle-steel bolted friction joints at tension member is based on the test results of ordinary-steel. Its experimental formula might apply to stainless-angle-steel, and might not. So that the tension test of stainless-angle-steel bolted friction joint should be needful, and was carried out. The results show that the yield and slip strength can be valued in the customary ways, but the joint efficiency (eJm) at maximum load went down 10〜15 % compare with SS400-steel. Therefor, it is necessary to consider the decrease of eJm, when the maximum strength of stainless-angle-steel is assumed.
一般社団法人日本建築学会の論文
1995-03-20