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〈研究論文〉鉄筋コンクリート部材のせん断破壊にみられる寸法効果に関する一考察
https://kindai.repo.nii.ac.jp/records/18309
https://kindai.repo.nii.ac.jp/records/183090299c4bf-fded-41ee-a7d0-217af9ccfb01
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
AN00063799-20161221-0031.pdf (936.6 kB)
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| Item type | ☆紀要論文 / Departmental Bulletin Paper(1) | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| 公開日 | 2017-03-17 | |||||||||
| タイトル | ||||||||||
| タイトル | 〈研究論文〉鉄筋コンクリート部材のせん断破壊にみられる寸法効果に関する一考察 | |||||||||
| タイトル | ||||||||||
| タイトル | 〈Original Papers〉A Study of Size Effect on Shear Failure of RC Members | |||||||||
| 言語 | en | |||||||||
| 著者 |
寺井, 雅和
× 寺井, 雅和
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| 言語 | ||||||||||
| 言語 | jpn | |||||||||
| キーワード | ||||||||||
| 主題 | Size Effect, RC Beams, Maximum Aggregate Size, Shear Failure, Aggregate grading | |||||||||
| 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(英) | ||||||||||
| en | ||||||||||
| TERAI,Masakazu | ||||||||||
| 著者 所属 | ||||||||||
| 近畿大学工学部建築学科 | ||||||||||
| 著者所属(翻訳) | ||||||||||
| Kindai University | ||||||||||
| 版 | ||||||||||
| 出版タイプ | NA | |||||||||
| 出版タイプResource | http://purl.org/coar/version/c_be7fb7dd8ff6fe43 | |||||||||
| 出版者 名前 | ||||||||||
| 出版者 | 近畿大学工学部 | |||||||||
| 書誌情報 |
近畿大学工学部研究報告 en : Research reports of the Faculty of Engineering, Kindai University 号 50, p. 31-36, 発行日 2016-12-21 |
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| ISSN | ||||||||||
| 収録物識別子タイプ | ISSN | |||||||||
| 収録物識別子 | 0386491X | |||||||||
| 抄録 | ||||||||||
| 内容記述タイプ | Abstract | |||||||||
| 内容記述 | [Abstract]In most structural members, strength tends to decrease as the member size increases. This phenomenon is known as size effect. Many experiments investigating the impact of scale effects on concrete structures have already been conducted. However, since few laboratories have the capacity to test large-scale specimens, few experimental investigations have tested near full-scale RC members. The major explanation for the occurrence of size effect in shear failure of RC beams concentrated on the role of aggregate interlock affected between crack surfaces. So, it is important to take the maximum size and the grading of coarse aggregate appropriate into account for the size effect of RC beam. The influence of aggregate size and grading on concrete properties is analyzed in this report. If the aggregate size is changed, the aggregate grading change and the fracture phenomenon and properties of beams change, also. As a result of experiment, the following thing may be clear. There is no significant size effect depending on the aggregate grading and the maximum aggregate size, but it is shown that the load at which shear crack occurs is influenced by the effective beam depth. | |||||||||
| フォーマット | ||||||||||
| 内容記述タイプ | Other | |||||||||
| 内容記述 | application/pdf | |||||||||
