Use of nanoindentation phase characterization and homogenization to estimate the elastic modulus of heterogeneously decalcified cement pastes

•Macroscopic mechanical response of non-uniformly degraded cement pastes with large chemically-induced gradients were predicted from measured local microscale mechanical properties.•Grid nanoindentation coupled with constitutive phase analysis captured progressive degradation of the material's...

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Veröffentlicht in:Materials & design 2018-03, Vol.142 (C), p.308-318
Hauptverfasser: Brown, Lesa, Allison, Paul G., Sanchez, Florence
Format: Artikel
Sprache:eng
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Zusammenfassung:•Macroscopic mechanical response of non-uniformly degraded cement pastes with large chemically-induced gradients were predicted from measured local microscale mechanical properties.•Grid nanoindentation coupled with constitutive phase analysis captured progressive degradation of the material's mechanical properties during leaching-induced decalcification.•Local mechanical properties of the material's constitutive phases were investigated as a function of induced decalcification under 3-dimensional exposure conditions. [Display omitted] Nanoindentation phase characterization is used with a homogenization method to estimate the macroscopic response of heterogeneous, multiphase materials with large chemically-induced gradients from their measured micromechanical properties. The method was applied to predict the macroscopic response of a non-uniformly degraded cement paste from leaching-induced decalcification by ammonium nitrate under 3-dimensional exposure conditions. Coupled nanoindentation with scanning electron microscopy and energy dispersive x-ray spectroscopy constitutive phase elemental analysis was used to link the mechanical response at each nanoindentation location to chemical composition and relate the mechanical phases identified statistically by Gaussian deconvolution to the chemical phases present in the microstructure. The nanoindentation phase characterization-based micro-macroscale upscaling method provided quantitative characterization of the relationship between microstructure evolution and mechanical properties as a function of chemical changes. The calculated homogenized elastic moduli of the reference and decalcified cement pastes ranged from 24.2–31.2 GPa and 9.2–11.7 GPa, respectively, and were of similar magnitude to the dynamic elastic moduli measured experimentally (31.1 ± 0.9 GPa and 13.7 ± 1.7 GPa, respectively). Furthermore, the degradation of the cement paste macroscale elastic modulus was controlled by the decalcification of the calcium-silicate-hydrate phases and the mechanical properties of the most prominent zone of the material.
ISSN:0264-1275
1873-4197
DOI:10.1016/j.matdes.2018.01.030