日本建築学会構造系論文集
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
高強度鋼を用いた有孔梁の応力集中を考慮した許容耐力と繰返し性状
五十嵐 規矩夫石原 直井畔 文彦
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2012 年 77 巻 675 号 p. 755-763

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This study researches how stress concentration has an effect on cyclic behavior of H-shaped beam with web perforation made of high strength steel “H-SA700”. It is examined and compared with the same shaped beam made of “SN400” by cyclic loading tests. Cyclic elastic deformation of H-SA700 increases even under constant-amplitude cyclic loading. This property may amplify the local plasticity near a circular hole. So new yield strength, Qc and QF, by means of elastic theory of stress concentration, are suggested. Qc is a minimum strength when somewehre in a hole edge will be plastic. Similarly QF is a minimum strength in a minimum section. In addition large deformation behavior of H-SA700 is shown.

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© 2012 日本建築学会
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