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3D-RBSM ANALYSIS OF DEEP BEAM FAILED IN SHEAR
http://hdl.handle.net/2237/20928
http://hdl.handle.net/2237/20928f859f2b9-fc51-4a6e-ac26-bfffeaffde4a
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
032-01-2117.pdf (519.6 kB)
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||
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| 公開日 | 2014-12-05 | |||||
| タイトル | ||||||
| タイトル | 3D-RBSM ANALYSIS OF DEEP BEAM FAILED IN SHEAR | |||||
| 言語 | en | |||||
| 著者 |
GEDIK, Y. Hanifi
× GEDIK, Y. Hanifi× NAKAMURA, Hikaru× YAMAMOTO, Yoshihito× KUNIEDA, Minoru |
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| アクセス権 | ||||||
| アクセス権 | open access | |||||
| アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | The behavior of deep beams failed in shear with shear span ratio (a/d) of 0.5 was investigated using 3D-RBSM, which is a representative method of discrete method. The analytical results for the beam without web reinforcement were compared with the experimental ones and analysis capability of 3D-RBSM was confirmed. 3D effects were discussed by comparing the change of strut widths and high stress as well as 3D deformed shapes. Then, the effect of web reinforcement was investigated. It was confirmed that, there is no significant effect of web reinforcement in deep beams with a/d=0.5. Keywords: Rigid-Body-Spring-Model, deep beam, shear failure, 3D effect, web reinforcement | |||||
| 言語 | en | |||||
| 出版者 | ||||||
| 出版者 | 日本コンクリート工学会 | |||||
| 言語 | ja | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| 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 | |||||
| 出版タイプ | ||||||
| 出版タイプ | VoR | |||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
| ISSN | ||||||
| 収録物識別子タイプ | PISSN | |||||
| 収録物識別子 | 1347-7560 | |||||
| 書誌情報 |
ja : コンクリート工学年次論文集 巻 32, 号 2, p. 697-702, 発行日 2010 |
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| 著者版フラグ | ||||||
| 値 | publisher | |||||
| URI | ||||||
| 識別子 | http://hdl.handle.net/2237/20928 | |||||
| 識別子タイプ | HDL | |||||
