A nanoscale numerical model of calcium silicate hydrate

被引:30
|
作者
Fonseca, P. C. [1 ]
Jennings, H. M. [2 ]
Andrade, J. E. [3 ]
机构
[1] Drexel Univ, Dept Civil Architectural & Environm Engn, Philadelphia, PA 19104 USA
[2] MIT, Dept Civil & Environm Engn, Cambridge, MA 02139 USA
[3] CALTECH, Dept Civil Engn & Appl Mech, Pasadena, CA 91125 USA
关键词
DEM; Nanoindentation; Microstructure; C-S-H; ELASTIC-MODULUS; CEMENT; MICROSTRUCTURE; HARDNESS; NANOINDENTATION; CONCRETE; FORCES;
D O I
10.1016/j.mechmat.2011.05.004
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This manuscript presents a numerical model of the low-density and high-density calcium-silicate-hydrate (C-S-H) gel phases in cement paste. Generated using an autocatalytic growth algorithm, C-S-H is introduced as an assemblage of discrete granular particles at nanoscale with realistic particle-level properties, such as elastic modulus, friction, and cohesion. Using the discrete element method, nanoindentation simulations are performed on each phase, demonstrating that its mechanical contact properties compare well to the results from nanoindentation experiments in the literature. By creating an additional loosely packed phase of C-S-H and maintaining constant particle-level material properties, the results further show that the indentation modulus, as a function of the volumetric packing fraction of the C-S-H gel phase, compares well to a linear self-consistent scaling relation while the hardness most closely fits a nonlinear self-consistent scaling relation. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:408 / 419
页数:12
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