The impact of relative humidity on the nanoindentation relaxation in calcium silicate hydrates

Despite extensive research efforts, understanding the time-dependent behavior of concrete remains an enigma due to the complex nature of cement microstructure. In this study, the statistical nanoindentation was employed to investigate the influence of relative humidity (RH) on the relaxation behavior of calcium silicate hydrates (C-S-H) in a cement paste. Our experiments, performed at RH levels of 33 % and 86 %, revealed significant enhancements in both the indentation modulus and hardness of the C-S-H as RH increased. Remarkably, the internal water exerted a significant influence on the asymptotic relaxation behavior, displaying a clear power-law fashion. Further analysis identified the presence of short- and long-term viscoelastic behaviors within the C-S-H, distinguished by a transition observed within the initial seconds. These findings advance the understanding of nanoscale mechanisms driving concrete creep under different humidity conditions.

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Publication Details

Journal
Cement
Published
2024-10-17
DOI
https://doi.org/10.1016/j.cement.2024.100120
Citations
5
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
1.30

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article

The impact of relative humidity on the nanoindentation relaxation in calcium silicate hydrates

Luca Sorelli, Jessy Frech-Baronet, Zhao Chen, Hang Tran
5 citations
Cement
Concrete and Cement Materials Research
1.30
article

The impact of relative humidity on the nanoindentation relaxation in calcium silicate hydrates

Luca Sorelli, Jessy Frech-Baronet, Zhao Chen, Hang Tran
article en
5 citations

Abstract

Despite extensive research efforts, understanding the time-dependent behavior of concrete remains an enigma due to the complex nature of cement microstructure. In this study, the statistical nanoindentation was employed to investigate the influence of relative humidity (RH) on the relaxation behavior of calcium silicate hydrates (C-S-H) in a cement paste. Our experiments, performed at RH levels of 33 % and 86 %, revealed significant enhancements in both the indentation modulus and hardness of the C-S-H as RH increased. Remarkably, the internal water exerted a significant influence on the asymptotic relaxation behavior, displaying a clear power-law fashion. Further analysis identified the presence of short- and long-term viscoelastic behaviors within the C-S-H, distinguished by a transition observed within the initial seconds. These findings advance the understanding of nanoscale mechanisms driving concrete creep under different humidity conditions.

CementVol. 18
Chinese Academy of Sciences (CN), Institute of Mechanics (CN), Université Laval (CA)
Natural Sciences and Engineering Research Council of Canada
Openalex Percentile: Top 22%
Concrete and Cement Materials Research
1.30
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