Elucidating the nano-mechanical behavior of multi-component binders for ultra-high performance concrete. (20th May 2020)
- Record Type:
- Journal Article
- Title:
- Elucidating the nano-mechanical behavior of multi-component binders for ultra-high performance concrete. (20th May 2020)
- Main Title:
- Elucidating the nano-mechanical behavior of multi-component binders for ultra-high performance concrete
- Authors:
- Ford, Emily
Arora, Aashay
Mobasher, Barzin
Hoover, Christian G.
Neithalath, Narayanan - Abstract:
- Highlights: Nanomechanical response of highly heterogeneous ultra-high performance cement pastes. Elucidates the influence of very low w/b and high volume of cement replacement materials on the nanoscale response. Explains the reasoning for an ultra-high stiffness phase in UHPC pastes. Models to upscale elastic modulus from nanoscale measurements and their applicability. Abstract: 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 homogenizationHighlights: Nanomechanical response of highly heterogeneous ultra-high performance cement pastes. Elucidates the influence of very low w/b and high volume of cement replacement materials on the nanoscale response. Explains the reasoning for an ultra-high stiffness phase in UHPC pastes. Models to upscale elastic modulus from nanoscale measurements and their applicability. Abstract: 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. … (more)
- Is Part Of:
- Construction & building materials. Volume 243(2020)
- Journal:
- Construction & building materials
- Issue:
- Volume 243(2020)
- Issue Display:
- Volume 243, Issue 2020 (2020)
- Year:
- 2020
- Volume:
- 243
- Issue:
- 2020
- Issue Sort Value:
- 2020-0243-2020-0000
- Page Start:
- Page End:
- Publication Date:
- 2020-05-20
- Subjects:
- Nanoindentation -- Ultra-high performance concrete -- C-S-H -- Heterogeneity -- Homogenization
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2020.118214 ↗
- Languages:
- English
- ISSNs:
- 0950-0618
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3420.950900
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