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板はり構造鋼試験片の 4 点曲げひずみ挙動におけるサイクル応答差の検討

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タイトル: 板はり構造鋼試験片の 4 点曲げひずみ挙動におけるサイクル応答差の検討
その他のタイトル: Effect of Cyclic Load on Strain Behavior of Steel Beam Specimen under 4-point Bend
著者: 真谷, 捷郎 / 梶川, 達朗 / 高野, 淳二
著者(別表記) : Shingai, Katsuro / Kajikawa, Tatsuro / Takano, Jyunji
発行日: 2002年 1月
引用: 長崎大学工学部研究報告 Vol.32(58) p.29-38, 2002
抄録: The fatigue test of surface crack propagation was conducted on the plate specimen with the small hole at a notch root in the low cycle fatigue region. The cyclic strain at a notch root was measured by strain gage and the cyclic strain behavior have been shown as the relationship between strain and number of cycles. The rate of surface fatigue crack propagation at a notch root were found from the crack length curve. It is found that the rate of surface fatigue crack propagation is expressed as the mth power of the range of strain intensity factor. Where the strain intensity factor is defined as the parameter multiplied the cyclic strain range at a notch root by root of the surface crack length. The m of mth power of the strain intensity factor range are different in the middle and in the edge of plate thickness. These experimental data and discussion have been presented.
URI: http://hdl.handle.net/10069/5182
ISSN: 02860902
資料タイプ: Departmental Bulletin Paper
出現コレクション:第32巻 第58号

引用URI : http://hdl.handle.net/10069/5182



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