On crack healing in fiber-reinforced cementitious composites incorporating mineral-based healing agent and superabsorbent polymer: Evaluation using modified permeability test method
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作者:
Alemu, Abel Shiferaw
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Chosun Univ, Dept Architectural Engn, Gwangju 61452, South KoreaChosun Univ, Dept Architectural Engn, Gwangju 61452, South Korea
Alemu, Abel Shiferaw
[1
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Choi, Jeong-Il
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机构:
Chonnam Natl Univ, Biohousing Res Ctr, Gwangju 61186, South KoreaChosun Univ, Dept Architectural Engn, Gwangju 61452, South Korea
Choi, Jeong-Il
[2
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Nguyen, Huy Hoang
[2
,5
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Choi, Seongcheol
[3
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Suh, Jung-Il
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机构:
Korea Conform Lab, Construct Technol Res Ctr, Seoul 08503, South KoreaChosun Univ, Dept Architectural Engn, Gwangju 61452, South Korea
Suh, Jung-Il
[4
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Lee, Bang Yeon
[5
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Kim, Hyeong-Ki
[1
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机构:
[1] Chosun Univ, Dept Architectural Engn, Gwangju 61452, South Korea
[2] Chonnam Natl Univ, Biohousing Res Ctr, Gwangju 61186, South Korea
[3] Chung Ang Univ, Dept Civil & Environm Engn, Seoul 06974, South Korea
[4] Korea Conform Lab, Construct Technol Res Ctr, Seoul 08503, South Korea
[5] Chonnam Natl Univ, Sch Architecture, Gwangju 61186, South Korea
In this study, the crack healing properties of fiber-reinforced engineered cementitious composites (ECCs) under incremental strains, various fiber contents, and incorporation of a mineral-based self-healing agent (SHA) and a superabsorbent polymer (SAP) were evaluated. A permeability test setup applicable to plain mortar samples was modified to evaluate the fiber-reinforced ECC samples under several strains and crack widths. Supplementary self-healing tests-resonant frequency (RF) recovery, stiffness recovery, and crack image inspection-were also conducted. Changes in the permeability, RF, stiffness, and crack images were monitored for 28 days after sample cracking, to evaluate self-healing. The findings showed that the permeability reduction of the ECCs was significantly influenced by the fiber content instead of by the addition of the SHA and the SAP. In addition, the SAP particles were observed to improve the self-healing properties of the ECC samples.
机构:
Lafarge Res Ctr, React Components Dept, F-38290 St Quentin Fallavier, FranceLafarge Res Ctr, React Components Dept, F-38290 St Quentin Fallavier, France
Termkhajornkit, Pipat
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Nawa, Toyoharu
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机构:
Hokkaido Univ, Div Solid Waste Resources & Geoenvironm Engn, Grad Sch Engn, Kita Ku, Sapporo, Hokkaido 0608628, JapanLafarge Res Ctr, React Components Dept, F-38290 St Quentin Fallavier, France
Nawa, Toyoharu
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Yamashiro, Yoichi
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机构:
Hokuden Kogyo Co Ltd, Dept Civil Engn, Sapporo, Hokkaido, JapanLafarge Res Ctr, React Components Dept, F-38290 St Quentin Fallavier, France
Yamashiro, Yoichi
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Saito, Toshiki
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机构:
Hokuden Gen Engn Design & Consulting Co Inc, Dept Civil Engn, Sapporo, Hokkaido, JapanLafarge Res Ctr, React Components Dept, F-38290 St Quentin Fallavier, France
机构:
Lafarge Res Ctr, React Components Dept, F-38290 St Quentin Fallavier, FranceLafarge Res Ctr, React Components Dept, F-38290 St Quentin Fallavier, France
Termkhajornkit, Pipat
;
Nawa, Toyoharu
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h-index: 0
机构:
Hokkaido Univ, Div Solid Waste Resources & Geoenvironm Engn, Grad Sch Engn, Kita Ku, Sapporo, Hokkaido 0608628, JapanLafarge Res Ctr, React Components Dept, F-38290 St Quentin Fallavier, France
Nawa, Toyoharu
;
Yamashiro, Yoichi
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h-index: 0
机构:
Hokuden Kogyo Co Ltd, Dept Civil Engn, Sapporo, Hokkaido, JapanLafarge Res Ctr, React Components Dept, F-38290 St Quentin Fallavier, France
Yamashiro, Yoichi
;
Saito, Toshiki
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h-index: 0
机构:
Hokuden Gen Engn Design & Consulting Co Inc, Dept Civil Engn, Sapporo, Hokkaido, JapanLafarge Res Ctr, React Components Dept, F-38290 St Quentin Fallavier, France