WEKO3
アイテム
繰返し応力下における花崗岩の変形特性に及ぼす構造的異方性の影響に関する研究
http://hdl.handle.net/10112/2116
http://hdl.handle.net/10112/21161c11b722-4ad6-482a-9ab2-8134092871bc
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
KU-1100ZR_19970900-00.pdf (564.8 kB)
|
|
| Item type | 学術雑誌論文 / Journal Article(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2010-06-25 | |||||
| タイトル | ||||||
| タイトル | 繰返し応力下における花崗岩の変形特性に及ぼす構造的異方性の影響に関する研究 | |||||
| 言語 | ja | |||||
| 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 | journal article | |||||
| その他のタイトル | ||||||
| その他のタイトル | Effect of Structural Anisotropy on Deformation Properties of Granite under Cyclic Loading | |||||
| 言語 | en | |||||
| 著者 |
楠見, 晴重
× 楠見, 晴重× 峰, 之久× 西田, 一彦 |
|||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 25531 | |||||
| 姓名 | Mine, Yukihisa | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 25532 | |||||
| 姓名 | Nishida, Kazuhiko | |||||
| 概要 | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | The effects of structural anisotropy on the deformation properties of granite under cyclic loading have not been clarified. In this paper, four types of granite specimens are prepared with an angle θ of the structural anisotropic plane to the loading axis of 0°, 30°, 60° and 90° respectively ; and cyclic loading tests are performed under uniaxial compression. The stress amplitude levels used in this experiment are 0-30%, 20-50% and 40-70% of the uniaxial compressive strength of this granite. As the results, for the stress amplitude level of 0-30%, the elastic modulus under the cyclic loading is approximately constant. However, it is recognized that the increase of axial strain during the cyclic loading is largest for the specimen with θ of 30°, and its value under ten thousands cyclic numbers corresponds to 1.27 times as much as the axial strain given by 20% stress for the uniaxial compressive strength, and that its uniaxial compressive strength after cyclic loading is lowest for the all stress amplitude conditions. Further more, it is clarified that its volumetric strain indicates only a negative value under 50% and 70% stress levels under cyclic loading. | |||||
| 書誌情報 |
材料 巻 46, 号 9, p. 1029-1034, 発行日 1997-09-15 |
|||||
| ISSN | ||||||
| 収録物識別子タイプ | PISSN | |||||
| 収録物識別子 | 05145163 | |||||
| 書誌レコードID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00096175 | |||||
| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
| 出版者 | ||||||
| 出版者 | 日本材料学会 | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | Granite | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | Structural anisotropy | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | Cyclic loading | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | Stress amplitude level | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | Axial strain | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | Volumetric strain | |||||
