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ASSESSMENT OF STRENGTHENING EFFECT ON RC BEAMS WITH UHP-SHCC
http://hdl.handle.net/2237/20917
http://hdl.handle.net/2237/209176912a9fd-cf0e-4955-ae61-c3f94ad28439
名前 / ファイル | ライセンス | アクション |
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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 | ASSESSMENT OF STRENGTHENING EFFECT ON RC BEAMS WITH UHP-SHCC | |||||
言語 | en | |||||
著者 |
KAMAL, Ahmed
× KAMAL, Ahmed× KUNIEDA, Minoru× UEDA, Naoshi× NAKAMURA, Hikaru |
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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 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | UHP-SHCC | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | strengthening effect | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | load carrying capacity | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | deformation capacity | |||||
抄録 | ||||||
内容記述 | Ultra High Performance Strain Hardening Cementitious Composites (UHP-SHCC) is a new strain hardening composite with outstanding mechanical and protective performance. In this study, UHP-SHCC was applied to RC beams as a tensile strengthening material, and the beams were tested under four-point bending setup. It was clarified that strengthening by UHP-SHCCs significantly contributed to increasing the load carrying capacity. And stress-strain relation obtained from the tensile tests can well simulate the response of the strengthened beams. | |||||
言語 | en | |||||
内容記述タイプ | Abstract | |||||
出版者 | ||||||
言語 | ja | |||||
出版者 | 日本コンクリート工学会 | |||||
言語 | ||||||
言語 | eng | |||||
資源タイプ | ||||||
資源タイプresource | http://purl.org/coar/resource_type/c_6501 | |||||
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 30, 号 3, p. 1483-1488, 発行日 2008 |
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著者版フラグ | ||||||
値 | publisher | |||||
URI | ||||||
識別子 | http://hdl.handle.net/2237/20917 | |||||
識別子タイプ | HDL |