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Penetration profile of chloride ion in cracked reinforced concrete
https://sucra.repo.nii.ac.jp/records/13076
https://sucra.repo.nii.ac.jp/records/1307678c4b4de-f962-4a05-9330-2e18a51c62e7
名前 / ファイル | ライセンス | アクション |
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A1002412.pdf (661.7 kB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2008-01-30 | |||||
タイトル | ||||||
タイトル | Penetration profile of chloride ion in cracked reinforced concrete | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | EPMA | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | crack | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | chloride | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | chloride ion concentration | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | penetration depth | |||||
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 | |||||
著者 |
Pa Pa Win
× Pa Pa Win× Watanabe, M× 町田, 篤彦 |
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著者 ローマ字 | ||||||
Pa Pa Win | ||||||
著者 ローマ字 | ||||||
Watanabe, M | ||||||
著者 ローマ字 | ||||||
Machida, Atsuhiko | ||||||
著者 所属 | ||||||
著者 所属 | ||||||
著者 所属 | ||||||
埼玉大学 | ||||||
著者 所属(別言語) | ||||||
著者 所属(別言語) | ||||||
著者 所属(別言語) | ||||||
Saitama University | ||||||
書誌情報 |
CEMENT AND CONCRETE RESEARCH 巻 34, 号 7, p. 1073-1079, 発行日 2004 |
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年月次 | ||||||
2004-7 | ||||||
出版者名 | ||||||
出版者 | PERGAMON-ELSEVIER SCIENCE LTD | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 00088846 | |||||
DOI | ||||||
関連タイプ | isVersionOf | |||||
識別子タイプ | DOI | |||||
関連識別子 | info:doi/10.1016/j.cemconres.2003.11.020 | |||||
関連サイト | ||||||
内容記述タイプ | Other | |||||
内容記述 | http://www.sciencedirect.com/science/journal/00088846 | http://www.sciencedirect.com/science/journal/00088846 | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | A detailed observation on the penetration profile of chloride ions through and around a crack in reinforced concrete structures was carried out. Electron probe microanalysis (EPMA) and colorimetric tests were conducted on cracked specimens, which were exposed to NaCl solution at a temperature of 20 degreesC and a humidity of 60% RE, after being conditioned in the same condition for 2 months. Research parameters included water to cement ratio (w/c), single and multicracks, exposed direction, crack width, NaCl solution concentration and cover thickness. Increasing w/c led to a higher ingression rate of Cl- ions, not only from the exposed surface but also around the cracks. It was found that the penetration depth from the surface of the cracks was equal to or slightly higher than that from the exposed surface for higher w/c mixes of 0.45 and 0.65. The transportation of Cl- ion was strongly influenced by the bulk movement of the solution inside the concrete. (C) 2003 Elsevier Ltd. All rights reserved. | |||||
版 | ||||||
[著者版] | ||||||
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 | |||||
資源タイプ | ||||||
内容記述タイプ | Other | |||||
内容記述 | text | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
作成日 | ||||||
日付 | 2008-01-30 | |||||
日付タイプ | Created | |||||
アイテムID | ||||||
A1002412 |