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600kgf/cm^2級高強度コンクリートを用いたRC柱の実用せん断設計式(B.一般論文,開学20周年記念特集号)
https://fukuyama-u.repo.nii.ac.jp/records/7957
https://fukuyama-u.repo.nii.ac.jp/records/7957c217ca03-0e92-4ffd-a9dc-7cfc1cb06115
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
KJ00005781343.pdf (1.2 MB)
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| Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 1995-11-01 | |||||
| タイトル | ||||||
| タイトル | 600kgf/cm^2級高強度コンクリートを用いたRC柱の実用せん断設計式(B.一般論文,開学20周年記念特集号) | |||||
| タイトル | ||||||
| タイトル | Utility shear of R/C columns using high strength concrete of 60MPa grade(B.Article,Special Edition for the 20th Anniversary of the University) | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Reinforced concrete column | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Diagonal tension cracking load | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Ultimate shear strength | |||||
| 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 | |||||
| ページ属性 | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | P(論文) | |||||
| 著者名(日) |
桑田, 裕次
× 桑田, 裕次× 南, 宏一 |
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| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 42766 | |||||
| 姓名 | クワダ, ヒロツグ | |||||
| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 42767 | |||||
| 姓名 | ミナミ, コウイチ | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 42768 | |||||
| 姓名 | KUWADA, Hirotsugu | |||||
| 言語 | en | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 42769 | |||||
| 姓名 | MINAMI, Koichi | |||||
| 言語 | en | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学工学部建築学科 | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学工学部建築学科 | |||||
| 抄録(英) | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | In Japan, to realize construction of super high-rise and lightweight reinforced concrete buildings, the synthetic research project on ultra-high strength reinforced concrete structures has carried out under the leadership of the Ministry of Construction. A study on the shear strength of high strength reinforced concrete columns was conducted by the authors as a link in the chain of the project. Thirty column specimens using high strength concrete of 48MPa～120MPa grade and high strength longitudinal reinforcing bars of 700MPa～1000MPa grade and transverse reinforcing bars of 345MPa～1300MPa grade were tested. The variables investigated were the quantity and yield stress of transverse reinforcement and the level of axial load. Failure modes, crack observation, and strain distributions of transverse reinforcement are described. Diagonal tension cracking load using elastic theory, and ultimate shear strength obtained by plastic theory were compared with test results. The conclusions are follows; 1. A method is presented for calculation of ultimate shear strength to high strength concrete columns, based on the plastic theory, which gave a fair estimation of test result. The presented ultimate shear strength are functions of the factor of effective compressive strength of concrete; V_C and an upper limit of the yield stress of transverse reinforcement; V_S 2. The diagonal tension cracking load of high strength reinforced concrete columns can be estimated by using the elasticity. 3. The factor of an upper limit of the yield stress of transverse reinforcement ; V_S were estimated by the distribution of the maximum stress of transverse reinforcements on the ultimate shear strength stage. 4. Substituting ultimate shear strength from experiments and the factor of V_S estimated from experiments into calculation of shear strength based on the plastic theory, the factor of effective compressive strength of concrete ; V_C were estimated. | |||||
| 雑誌書誌ID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00217655 | |||||
| 書誌情報 |
福山大学工学部紀要 巻 19, 号 1, p. 117-128, 発行日 1995-11 |
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