日本建築学会構造系論文報告集
Online ISSN : 2433-0000
Print ISSN : 0910-8025
ISSN-L : 0910-8025
山形鋼部材の極低サイクル疲労破壊実験
岩井 哲朴 錬洙野中 泰二郎亀田 弘行
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1993 年 445 巻 p. 139-149

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An experimental investigation has been performed on very low-cycle fatigue failure of steel angles under repeated loading. The objective of this study is to extract decisive factors causing cracks and rupture in the course of loading repetitions of the order of a few to twenty cycles. Visible cracks were initiated on the concave side of the bending deformation when it was stretching. Energy dissipation capacity depends heavily on the entire history of loading, failure mode, slenderness ratio and width-to-thickness ratio. Residual strains at the outbreak of a crack were of the order of 25〜40 %, irrespective of the test parameters.
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© 1993 一般社団法人日本建築学会
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