期刊
CONSTRUCTION AND BUILDING MATERIALS
卷 212, 期 -, 页码 295-303出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2019.04.002
关键词
Concrete; Elastic modulus; Nanoidentation; Interfacial transition zone; Homogenization theoretical model
资金
- National Key R&D Program of China-Key materials and preparation technology of high crack resistant ready-mixed concrete [2017YFB0310100]
- National Natural Science Foundation of China [51678011]
- Beijing Natural Science Foundation [8162005]
This paper aims to evaluate the elastic modulus of concrete with nanoidentation technique and homogenization method. In this paper, concrete is divided into two parts: coarse pore and matrix. It is assumed that matrix is composed of five phases: stone aggregate, ITZ-1 (interfacial transition zone around stone aggregate), sand, ITZ-2 (interfacial transition zone around sand) and paste. Based on the Ca/Si ratio change in interface region, the thicknesses of interfacial transition zone around stone and sand were determined, respectively. The elastic moduli of stone, ITZ-1, sand, ITZ-2 and paste were determined by nanoidentation technique. The volume fraction of each phase was determined by Lu & Torquato model. The elastic modulus of matrix was calculated by Self-Consistent Method. Then, combining with the porosity of coarse pore determined by hardened concrete pore structure analyzer, the elastic modulus of concrete could be obtained by Mori-Tanaka method. Through comparison, it is found that the error between the theoretical calculation value and the macroscopic test value is within 10%. Therefore, the effectiveness of theoretical prediction model proposed in this paper was verified. (C) 2019 Elsevier Ltd. All rights reserved.
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