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単調増加面内横荷重下の切欠き鋼試験片の降伏ひずみ挙動
http://hdl.handle.net/10069/5113
http://hdl.handle.net/10069/511391f2f8e1-067a-4bc5-8821-d7fb63153850
名前 / ファイル | ライセンス | アクション |
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KJ00000136494.pdf (215.7 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2007-01-26 | |||||
タイトル | ||||||
タイトル | 単調増加面内横荷重下の切欠き鋼試験片の降伏ひずみ挙動 | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | departmental bulletin paper | |||||
著者 |
真谷, 捷郎
× 真谷, 捷郎× 吉井, 雄一× 福井, 太介 |
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著者別名 | ||||||
姓名 | Shingai, Katsurou | |||||
著者別名 | ||||||
姓名 | Yosii, Yuuichi | |||||
著者別名 | ||||||
姓名 | Fukui, Daisuke | |||||
その他のタイトル | ||||||
その他のタイトル | Study On Yielded Strain Behavior Of Notched Specimen Under In-plane Bending | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | We conducted tests to investigate the yielding phenomena of notched specimen under in-plane monotonic bending load. We used carbon steel (S 25 C steel plate). Strain gages were attached to notch root and side surface in front of specimen and strains were measured during bending load. From strains measured, the relationship between strains of both notches and bending load level is shown and changes of strain distributions ahead of notch root as bending load increases are shown. Strains of one notch root and strains of other notch are different under same bending load level and ratios of both strain value become 0.36,1.38,2.12. Therefore, it is found that strain distribution from one notch root to other notch root do not become the inverse symmetrical distribution such as bending theory described in text book. These results is described in this paper. | |||||
書誌情報 |
長崎大学工学部研究報告 en : Reports of the Faculty of Engineering, Nagasaki University 巻 30, 号 55, p. 161-163, 発行日 2000-07 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 02860902 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00178418 | |||||
sortkey | ||||||
P00161-P00163 | ||||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 長崎大学工学部研究報告 Vol.30(55) p.161-163, 2000 |