Multiscale simulation of mechanical properties and microstructure of CNT-reinforced cement-based composites

被引:35
|
作者
Wang, J. F. [1 ]
Zhang, L. W. [2 ]
Liew, K. M. [3 ,4 ]
机构
[1] Beijing Univ Technol, Coll Mech Engn, Beijing Key Lab Nonlinear Vibrat & Strength Mech, Beijing 100124, Peoples R China
[2] Shanghai Jiao Tong Univ, Sch Naval Architecture Ocean & Civil Engn, Shanghai 200240, Peoples R China
[3] City Univ Hong Kong, Dept Architecture & Civil Engn, Kowloon, Hong Kong, Peoples R China
[4] City Univ Hong Kong, Shenzhen Res Inst, Shenzhen 518057, Peoples R China
基金
中国国家自然科学基金;
关键词
Multiscale model; Microstructure; Kinetics; CNT-reinforced cement composites; Hydration; Percolation; COMPUTATIONAL MATERIALS; ELASTIC PROPERTIES; NANOTUBE WAVINESS; CARBON NANOTUBES; HYDRATION; BEHAVIOR; CONNECTIVITY; MICROSCOPY; STIFFNESS; SILICATE;
D O I
10.1016/j.cma.2017.02.026
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In the hydration process of a cementitious matrix, considerable interactive physical and chemical changes take place inside the material that affect both the composition and morphology of cement paste during its early stages. These changes are properly considered within a multiscale model that comprises length-scale integration and gives access to the effective properties via upscaling. In this paper, the kinetics laws of the induction period, nucleation, and growth-controlled and diffusion-controlled hydration are considered, and the evolutions of volume fractions of clinker phases and various hydration products with respect to the hydration degrees are simulated. Based on the microstructural evolution of cement hydration, the properties of cement paste are estimated with a combination of self-consistent and Mori-Tanaka schemes, and the mechanical properties of carbon nanotube-reinforced cement-based composites on the macroscale are then predicted with a meshless method on the basis of the moving least-squares approximation. Finally, the accuracy and efficiency of the proposed model are verified by comparisons with experiments and finite element model simulations. (C) 2017 Elsevier B.V. All rights reserved.
引用
收藏
页码:393 / 413
页数:21
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