WEKO3
アイテム
Shear strengths of joints with roughened concrete surfaces and post-installed dowel bars subjected to normal and shear stresses for seismically retrofitted structures
http://hdl.handle.net/10258/0002000162
http://hdl.handle.net/10258/0002000162b206040e-6793-4181-b442-65a4ee6cb669
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
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| アイテムタイプ | 学術雑誌論文 / Journal Article.(1) | |||||||||||||
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| 公開日 | 2023-12-21 | |||||||||||||
| 書誌情報 |
en : Structures 巻 45, p. 900-911, ページ数 12, 発行日 2022-11 |
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| タイトル | ||||||||||||||
| タイトル | Shear strengths of joints with roughened concrete surfaces and post-installed dowel bars subjected to normal and shear stresses for seismically retrofitted structures | |||||||||||||
| 言語 | en | |||||||||||||
| 言語 | ||||||||||||||
| 言語 | eng | |||||||||||||
| キーワード | ||||||||||||||
| 言語 | en | |||||||||||||
| 主題Scheme | Other | |||||||||||||
| 主題 | Roughened concrete surface | |||||||||||||
| キーワード | ||||||||||||||
| 言語 | en | |||||||||||||
| 主題Scheme | Other | |||||||||||||
| 主題 | Bearing failure | |||||||||||||
| キーワード | ||||||||||||||
| 言語 | en | |||||||||||||
| 主題Scheme | Other | |||||||||||||
| 主題 | Dowel action | |||||||||||||
| キーワード | ||||||||||||||
| 言語 | en | |||||||||||||
| 主題Scheme | Other | |||||||||||||
| 主題 | Seismic retrofit | |||||||||||||
| キーワード | ||||||||||||||
| 言語 | en | |||||||||||||
| 主題Scheme | Other | |||||||||||||
| 主題 | Combined stress | |||||||||||||
| 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 | |||||||||||||
| 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 | |||||||||||||
| 著者 |
髙瀬, 裕也
× 髙瀬, 裕也
× Yamada, Taizo
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| 抄録 | ||||||||||||||
| 内容記述タイプ | Abstract | |||||||||||||
| 内容記述 | When reinforced concrete ( structures are seismically retrofitted, new members are connected via joint s with roughened surfaces and post installed dowel bars. For retrofit ted RC build- ings , roughened surface s are often manufactured using vibration hammer s . However, investigations on the shear strength s of the joints subjected to shear and tensile normal stress es are limited. In this study, these joints called hybrid joints, were subjected to shear loading . The test parameters we r e the normal stress dowel bar diameter d d and roughened c oncrete area ratio r rc . The normal stress was set to have a compressive stress σ 0 of 0.48 N/mm 2 and a ratio s r N o f tensile stress to yield strength of 0.00, 0.33 and 0.66. In addition, dowel bars with d d = 13, 16 , and 19 mm were used. The target r rc values were 0.1 0.2 and 0.3. Bearing failure of the roughened surface was observed as a result of the test. The shear strength decreased with increasing r N and decreasing r rc . Subsequently , an expression for the shear strength of a roughened surfac e wa s proposed. In this expression, the shape of an uneven surface was regarded as a cone. To estimate the shear strengt h s of the hybrid joint s , the shear force from the previous dowel model was added to the proposed expression. Finally, the values obtained us ing th e calculation method were compared with the test results . It was demon- strated that the proposed expression could r easonably estimate the test results , with a correlation coefficient of 0.93 . In addition, for structural design s , the proposed expression should be multiplied times 0. 7 to e stimate the lower limit of the test results. |
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| 言語 | en | |||||||||||||
| 出版者 | ||||||||||||||
| 出版者 | Elsevier | |||||||||||||
| 言語 | en | |||||||||||||
| 出版者版へのリンク | ||||||||||||||
| 言語 | en | |||||||||||||
| URL | https://doi.org/10.1016/j.istruc.2022.09.069 | |||||||||||||
| DOI | ||||||||||||||
| 関連タイプ | isVersionOf | |||||||||||||
| 識別子タイプ | DOI | |||||||||||||
| 関連識別子 | 10.1016/j.istruc.2022.09.069 | |||||||||||||
| ISSN | ||||||||||||||
| 収録物識別子タイプ | EISSN | |||||||||||||
| 収録物識別子 | 23520124 | |||||||||||||
| 権利 | ||||||||||||||
| 権利情報 | © 2022 Institution of Structural Engineers | |||||||||||||
| 言語 | en | |||||||||||||
| 著者版フラグ | ||||||||||||||
| 出版タイプ | AM | |||||||||||||
| 出版タイプResource | http://purl.org/coar/version/c_ab4af688f83e57aa | |||||||||||||