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Abstract
Colloidal calcium silicate hydrate (C-S-H) gel significantly contributes to cement paste's strength and durability. In this study, the coarse-grained (CG) models for packed C-S-H colloidal particles with different packing densities were established and meso-mechanically assessed via nanoindentation. Load-depth curves showed indentation hardness values (0.55, 1.16, and 2.63 GPa) for the systems with packing densities (η) of 0.50, 0.55, and 0.60, respectively. Structurally, the nano-indenter had a broader impact on low-density C-S-H (η=0.5, impact radius = 118 and 150 nm respectively at indentation depths = 50 and 100 nm) than high-density C-S-H (η=0.6, impact radius = 106 and 140 nm at the same depths). Low-density colloids were easily compressed without deforming low-depth nearby regions, while high-density colloids were squeezed laterally, causing deformation in these regions. Packed C-S-H colloids displayed two-stage stress relaxation behavior: rapid initial relaxation due to nanoindentation-induced instability, followed by slower relaxation due to C-S-H's viscous nature. Furthermore, higher loading rates caused initial unstable deformation, but better stability after stress relaxation compared to lower loading cases. However, the effect of loading rate on the impact region was negligible. These meso-level insights enhance our comprehension of the C-S-H gel properties in cement paste as well as the nanoindentation mechanics. © 2024 Elsevier Ltd.
Original language | English |
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Article number | 135856 |
Journal | Construction and Building Materials |
Volume | 423 |
Online published | 20 Mar 2024 |
DOIs | |
Publication status | Published - 12 Apr 2024 |
Funding
This research was supported by Guangdong Province R&D Plan for Key Areas (Project code: 2019B111107002), the Hong Kong Research Grants Council—Theme-based Research Scheme (Project code: T22-502/18-R), and the NSFC/RGC Joint Research Scheme (Project code: N_CityU542/20).
Research Keywords
- C-S-H
- Coarse-grained MD
- Meso-mechanics
- Nanoindentation
- Stress relaxation
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TBRS-ExtU-Lead: Sustainable Marine Infrastructure Enabled by the Innovative Use of Seawater Sea-Sand Concrete and Fibre-Reinforced Polymer Composites
TENG, J. G. (Main Project Coordinator [External]) & LAU, D. (Principal Investigator / Project Coordinator)
1/01/19 → …
Project: Research