Multi-scale creep analysis of river sand and manufactured sand concrete considering the influence of ITZ

•The difference in long-term creep performance between river sand concrete and manufactured sand concrete was obtained.•The thickness, creep performance, and volume ratio of the interfacial transition zone (ITZ) around river sand and manufactured sand were determined and compared.•Based on multi-sca...

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Published inConstruction & building materials Vol. 344; p. 128175
Main Authors Li, Yue, Liu, Yunze, Jin, Caiyun, Mu, Jinlei, Li, Hongwen, Liu, Jianglin
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 15.08.2022
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Abstract •The difference in long-term creep performance between river sand concrete and manufactured sand concrete was obtained.•The thickness, creep performance, and volume ratio of the interfacial transition zone (ITZ) around river sand and manufactured sand were determined and compared.•Based on multi-scale homogenization calculation, the important role of ITZ in concrete creep prediction was determined. This paper investigated the multi-scale prediction of long-term creep in river sand (RS) concrete and manufactured sand (MS) concrete and analyzed the effect of the interfacial transition zone (ITZ) around the aggregate on the creep properties of concrete. Uniaxial compressive creep tests were conducted on the concrete for a duration of 360 d. The creep kinetic properties of the paste matrix and ITZ were obtained by microindentation test. The properties of ITZ were determined by the backscattered electron (BSE) image threshold segmentation technique and the Lu & Torquato model. Finally, the predicted concrete creep modulus was obtained through the calculation of creep homogenization, and the accuracy of multi-scale creep prediction when considering different ITZ cases was discussed. The results show that under the same water-binder ratio, the thickness of ITZ around MS was larger, the creep modulus was smaller and the volume fraction was larger compared with that of ITZ around RS. In the multi-scale homogenization calculation of the concrete long-term creep, the prediction accuracy of the computational model increased with the raised of the considered ITZ types. The prediction accuracy obtained when all ITZs were considered was improved by more than 46.3% compared to that when no ITZs were considered.
AbstractList •The difference in long-term creep performance between river sand concrete and manufactured sand concrete was obtained.•The thickness, creep performance, and volume ratio of the interfacial transition zone (ITZ) around river sand and manufactured sand were determined and compared.•Based on multi-scale homogenization calculation, the important role of ITZ in concrete creep prediction was determined. This paper investigated the multi-scale prediction of long-term creep in river sand (RS) concrete and manufactured sand (MS) concrete and analyzed the effect of the interfacial transition zone (ITZ) around the aggregate on the creep properties of concrete. Uniaxial compressive creep tests were conducted on the concrete for a duration of 360 d. The creep kinetic properties of the paste matrix and ITZ were obtained by microindentation test. The properties of ITZ were determined by the backscattered electron (BSE) image threshold segmentation technique and the Lu & Torquato model. Finally, the predicted concrete creep modulus was obtained through the calculation of creep homogenization, and the accuracy of multi-scale creep prediction when considering different ITZ cases was discussed. The results show that under the same water-binder ratio, the thickness of ITZ around MS was larger, the creep modulus was smaller and the volume fraction was larger compared with that of ITZ around RS. In the multi-scale homogenization calculation of the concrete long-term creep, the prediction accuracy of the computational model increased with the raised of the considered ITZ types. The prediction accuracy obtained when all ITZs were considered was improved by more than 46.3% compared to that when no ITZs were considered.
ArticleNumber 128175
Author Jin, Caiyun
Li, Hongwen
Li, Yue
Liu, Yunze
Liu, Jianglin
Mu, Jinlei
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  givenname: Yunze
  surname: Liu
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  givenname: Jinlei
  surname: Mu
  fullname: Mu, Jinlei
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  givenname: Hongwen
  surname: Li
  fullname: Li, Hongwen
  email: Lihongwen@emails.bjut.edu.cn
  organization: Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
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  givenname: Jianglin
  surname: Liu
  fullname: Liu, Jianglin
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  organization: Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
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Keywords Multi-scale homogenization
Microindentation
Creep
Manufactured sand
Interfacial transition zone
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Snippet •The difference in long-term creep performance between river sand concrete and manufactured sand concrete was obtained.•The thickness, creep performance, and...
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StartPage 128175
SubjectTerms Creep
Interfacial transition zone
Manufactured sand
Microindentation
Multi-scale homogenization
Title Multi-scale creep analysis of river sand and manufactured sand concrete considering the influence of ITZ
URI https://dx.doi.org/10.1016/j.conbuildmat.2022.128175
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