Molecular dynamics investigation of compressive behaviour of carbon nanotubes (CNT) reinforced calcium silicate hydrate (C-S-H) with different Ca: Si ratios
•Ca: Si ratio of C-S-H has a considerable effect on compressive performance.•No compression enhancement of CNT-reinforced C-S-H compared to plain C-S-H.•CNT orientation direction has a negligible effect on composite action.•An increase in CNT size has an adverse effect on the compressive performance...
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Veröffentlicht in: | Results in engineering 2025-03, Vol.25, p.103929, Article 103929 |
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Sprache: | eng |
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Zusammenfassung: | •Ca: Si ratio of C-S-H has a considerable effect on compressive performance.•No compression enhancement of CNT-reinforced C-S-H compared to plain C-S-H.•CNT orientation direction has a negligible effect on composite action.•An increase in CNT size has an adverse effect on the compressive performance.•MWCNT-reinforced C-S-H properties are superior to SWCNT-reinforced C-S-H.
Understanding the mechanical behaviour and failure mechanisms of nanomaterial-reinforced cementitious pastes at the nano/molecular level is crucial in modifying such material structures to capture the full potential of high-performance nanomaterials. This study investigated the compressive performance and failure behaviour of carbon nanotubes (CNT) reinforced calcium silicate hydrate (C-S-H) with varying Ca: Si ratios, CNT types (armchair and zigzag, single-walled CNT (SWCNT), and muti-walled CNT (MWCNT)), CNT sizes, CNT orientation and loading directions using Molecular Dynamics (MD) simulations. The Ca: Si ratio was varied between 1.0 and 1.5 to understand the effects of silicate chain structure on the compressive behaviour of C-S-H and CNT-reinforced C-S-H. Varying CNT orientations and loading directions were used to understand the anisotropic structure and behaviour of CNT-reinforced C-S-H. The compressive strength was observed to be reduced with the addition of CNT into the C-S-H. The failure of CNT-reinforced C-S-H was mainly caused by the buckling of silicate chains/ silicate chain segments in the C-S-H, while CNT buckling was observed before the composite reached its peak stress. The MWCNT-reinforced C-S-H had comparatively improved compressive performance against the correlated SWCNT-reinforced C-S-H and plain C-S-H. These results are useful in understanding the mechanical behaviour of CNT-reinforced C-S-H and further upscaling to be used in the micro and mesoscale material models. The multi-dimensional molecular analysis of the CNT-reinforced C-S-H would facilitate more accurate modelling of CNT-reinforced C-S-H at the mesoscale, considering the isotropic behaviour observed in this study. |
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ISSN: | 2590-1230 2590-1230 |
DOI: | 10.1016/j.rineng.2025.103929 |