蠕动
材料科学
纳米压痕
水泥
滑脱
复合材料
水合硅酸钙
无定形固体
多孔性
胶体
纳米颗粒
化学工程
纳米技术
化学
结晶学
工程类
作者
Michael Haist,Thibaut Divoux,Konrad J. Krakowiak,Jørgen Skibsted,Roland J.‐M. Pellenq,Harald Müller,Franz Josef Ulm
标识
DOI:10.1103/physrevresearch.3.043127
摘要
From soft polymeric gels to hardened cement paste, amorphous solids under constant load exhibit a pronounced time-dependent deformation called creep. The microscopic mechanism of such a phenomenon is poorly understood in amorphous materials and constitutes an even greater challenge in densely packed and chemically reactive granular systems. Both features are prominently present in hydrating cement pastes composed of calcium silicate hydrate (C-S-H) nanoparticles, whose packing density increases as a function of time, while cement hydration is taking place. Performing nanoindentation tests and porosity measurements on a large collection of samples at various stages of hydration, we show that the creep response of hydrating cement paste is mainly controlled by the interparticle distance and results from slippage between (C-S-H) nanoparticles. Our findings provide a unique insight into the microscopic mechanism underpinning the creep response in aging granular materials, thus paving the way for the design of concrete with improved creep resistance.
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