Calcium silicate hydrate (C-S-H) plays a dominant role in determining the properties of Portland cement. Establishing a numerical model to predict cement properties is therefore becoming increasingly important when considering the effect of C-S-H on the concrete's cohesion and durability. This manuscript presents a novel numerical model of high-density and low-density C-S-H gel phases to simulate the nanoindentation procedure. During the simulation, the C-S-H gel is considered as discrete particles with certain mechanical properties on the nanoscale. Combining the van der Waals force function and the peridynamic force function, some key parameters of the properties of the materials can be obtained by controlling the C-S-H bulk packing fractions and keeping particle-level material properties constant in the simulation. The results show good agreement with experimental and theoretical results for cases involving linear and non-linear self-consistent conditions reported in the literature.
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February 2016
Research Article|
July 08 2015
A peridynamic approach for the simulation of calcium silicate hydrate nanoindentation Available to Purchase
Zhao Jingjing;
Zhao Jingjing
Department of Engineering Mechanics, Hohai University, Nanjing, PR China
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Zhang Qing;
Zhang Qing
Department of Engineering Mechanics, Hohai University, Nanjing, PR China
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Huang Dan;
Huang Dan
Department of Engineering Mechanics, Hohai University, Nanjing, PR China
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Shen Feng
Shen Feng
Department of Engineering Mechanics, Hohai University, Nanjing, PR China
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Publisher: Emerald Publishing
Received:
February 24 2015
Revision Received:
July 15 2015
Accepted:
July 16 2015
Online ISSN: 1751-7605
Print ISSN: 0951-7197
ICE Publishing: All rights reserved
2015
Advances in Cement Research (2016) 28 (2): 84–91.
Article history
Received:
February 24 2015
Revision Received:
July 15 2015
Accepted:
July 16 2015
Citation
Jingjing Z, Qing Z, Dan H, Feng S (2016), "A peridynamic approach for the simulation of calcium silicate hydrate nanoindentation". Advances in Cement Research, Vol. 28 No. 2 pp. 84–91, doi: https://doi.org/10.1680/adcr.15.00018
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