TY - JOUR
T1 - Elucidating the nano-mechanical behavior of multi-component binders for ultra-high performance concrete
AU - Ford, Emily
AU - Arora, Aashay
AU - Mobasher, Barzin
AU - Hoover, Christian G.
AU - Neithalath, Narayanan
N1 - Funding Information:
This study was partly supported by U.S. National Science Foundation (CMMI: 1463646) and Arizona Department of Transportation (ADOT: SPR 745). The first author acknowledges a Dean's Fellowship from Arizona State University. Omar Castillo is acknowledged for his help with specimen preparation.
Funding Information:
This study was partly supported by U.S. National Science Foundation ( CMMI : 1463646 ) and Arizona Department of Transportation (ADOT: SPR 745). The first author acknowledges a Dean’s Fellowship from Arizona State University . Omar Castillo is acknowledged for his help with specimen preparation.
Publisher Copyright:
© 2020 Elsevier Ltd
PY - 2020/5/20
Y1 - 2020/5/20
N2 - The nanomechanical signature of highly heterogeneous ultra-high performance (UHP) cement pastes are explored in this paper. The UHP pastes are proportioned using 30% or 50% (by mass) of commonly available cement replacement materials including fly ash, microsilica, and fine limestone. Nanoindentation experiments coupled with a Bayesian information criterion-based statistical approach is used to develop modulus-hardness (M−H) clusters for the UHP pastes. While typical low-density (LD) and high-density (HD) C-S-H phases are present in early-age UHP pastes, it is shown that an ultra-high stiffness (UHS) phase, which is a composite of HD C-S-H and nanoscale CH, is predominant at later ages. Nanoindentation data points to the presence of significantly higher proportions of mixed phases in the UHP pastes, comprising of cement hydrates/pozzolanic reaction products and unreacted phases including fine limestone and microsilica acting as micro-aggregates to enhance the stiffness of the paste. The presence of such mixed phases complicates upscaling of the elastic modulus using multi-scale homogenization models, which is to be carefully accounted for in such highly heterogeneous systems.
AB - The nanomechanical signature of highly heterogeneous ultra-high performance (UHP) cement pastes are explored in this paper. The UHP pastes are proportioned using 30% or 50% (by mass) of commonly available cement replacement materials including fly ash, microsilica, and fine limestone. Nanoindentation experiments coupled with a Bayesian information criterion-based statistical approach is used to develop modulus-hardness (M−H) clusters for the UHP pastes. While typical low-density (LD) and high-density (HD) C-S-H phases are present in early-age UHP pastes, it is shown that an ultra-high stiffness (UHS) phase, which is a composite of HD C-S-H and nanoscale CH, is predominant at later ages. Nanoindentation data points to the presence of significantly higher proportions of mixed phases in the UHP pastes, comprising of cement hydrates/pozzolanic reaction products and unreacted phases including fine limestone and microsilica acting as micro-aggregates to enhance the stiffness of the paste. The presence of such mixed phases complicates upscaling of the elastic modulus using multi-scale homogenization models, which is to be carefully accounted for in such highly heterogeneous systems.
KW - C-S-H
KW - Heterogeneity
KW - Homogenization
KW - Nanoindentation
KW - Ultra-high performance concrete
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U2 - 10.1016/j.conbuildmat.2020.118214
DO - 10.1016/j.conbuildmat.2020.118214
M3 - Article
AN - SCOPUS:85078702673
SN - 0950-0618
VL - 243
JO - Construction and Building Materials
JF - Construction and Building Materials
M1 - 118214
ER -