Influence of Reinforcing Rebar on Expansion due to Delayed Ettringite Formation along the Bonding Length – Part II: Bond Performance of Reinforced Concrete Affected by DEF Expansion
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- Miura Taito
- Department of Civil Engineering, Nagoya University, Furo-cho, Chikusa-ku, Nagoya 464-8603, Japan.
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- Fujishima Misato
- Department of Civil Engineering, Nagoya University, Furo-cho, Chikusa-ku, Nagoya 464-8603, Japan.
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- Kawabata Yuichiro
- Structural Engineering Department, Port and Airport Research Institute, 3-1-1, Yokosuka 239-0826, Japan.
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- Multon Stéphane
- Université de Toulouse, INSA/UPS Génie Civil, 135 Avenue de Rangueil, 31077 Toulouse Cedex 04, France.
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- Martin Renaud-Pierre
- Univ Gustave Eiffel, MAST-EMGCU, F-77454 Marne-la-Vallée, France.
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- Ueda Naoshi
- Department of Civil, Environmental and Applied Systems Engineering, Kansai University, 3-3-35, Yamate-cho, Suita, Osaka 564-8680, Japan.
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- Takahashi Yuya
- Department of Civil Engineering, The University of Tokyo, 7-3-1, Hongo, Bunkyo-ku, Tokyo 113-8656, Japan.
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- Asamoto Shingo
- Graduate School of Science and Engineering, Saitama University, 255 Shimo-Okubo Sakura-ku, Saitama 338-8570, Japan.
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- Seignol Jean-Francois
- Univ Gustave Eiffel, MAST-EMGCU, F-77454 Marne-la-Vallée, France.
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説明
<p>The purpose of this study is to clarify the bond behavior between rebar and concrete during DEF expansion and pullout testing. The details of the expansion test and the influence of reinforcing bar on DEF expansion have been precisely described in Part I. In Part II, the data related to the bond test is described. The change in bond behavior due to DEF expansion is investigated via the one-end pullout test and the influence of DEF expansion on the bond behavior is discussed. The local bond behavior (slip and bond stress) during the pullout test of the specimens without stirrups is observed to be dramatically changed by DEF expansion. Regarding the specimens with stirrups, failure did not occur during the pullout test and the local bond behavior slightly changed as in the case without stirrups. From the experimental results, a conceptual diagram is proposed to explain the bond behavior during DEF expansion and the pullout test based on the general conceptual understanding of the bond. It can be considered that the direction of local slip and local bond stress during the pullout test is opposite to that during the expansion process. This results in the observed complex local bond behavior during DEF expansion and the pullout test and the effect of stirrups on DEF expansion.</p>
収録刊行物
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- Journal of Advanced Concrete Technology
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Journal of Advanced Concrete Technology 21 (11), 869-888, 2023-11-18
公益社団法人 日本コンクリート工学会
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詳細情報 詳細情報について
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- CRID
- 1390298200983244416
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- ISSN
- 13473913
- 13468014
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- 本文言語コード
- en
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- 資料種別
- journal article
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- データソース種別
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- JaLC
- Crossref
- KAKEN
- OpenAIRE
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- 抄録ライセンスフラグ
- 使用不可