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作者:

Li, Dong (Li, Dong.) (学者:李冬) | Jin, Liu (Jin, Liu.) (学者:金浏) | Du, Xiuli (Du, Xiuli.) (学者:杜修力) | Liu, Jingbo (Liu, Jingbo.) | Duan, Wenhui (Duan, Wenhui.)

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摘要:

The size effect of concrete in material-level is assumed to be attributed to the uncertainty of properties and scales of meso structures, including the coarse aggregates, the cement mortar and the interfaces. Firstly, the prediction method for the global mechanical properties of different graded concrete is modified through theoretical analysis, based on the established concrete mode-I fracture model that can take the meso structures into consideration. Secondly, an analysis theory for size effect of concrete in material-level is proposed and the variation of the global mechanical properties of concrete with properties and scales of meso structures is analyzed. The analysis shows that, the interface properties, the aggregate volume and the maximum aggregate size can significantly influence the percentage of interface cracks within the mesoscopic crack of concrete with strong aggregates under uniaxial tensile load, and, consequently the variation of the global mechanical properties of concrete with properties and scales of meso structures. © 2019, China Water Power Press. All right reserved.

关键词:

Aggregates Concrete aggregates Concretes Cracks Fracture mechanics Mechanical properties Size determination Structural properties

作者机构:

  • [ 1 ] [Li, Dong]Department of Civil Engineering, Tsinghua University, Beijing; 100084, China
  • [ 2 ] [Li, Dong]Department of Civil Engineering, Monash University, VIC; 3800, Australia
  • [ 3 ] [Jin, Liu]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Du, Xiuli]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Liu, Jingbo]Department of Civil Engineering, Tsinghua University, Beijing; 100084, China
  • [ 6 ] [Duan, Wenhui]Department of Civil Engineering, Monash University, VIC; 3800, Australia

通讯作者信息:

  • 金浏

    [jin, liu]key laboratory of urban security and disaster engineering of ministry of education, beijing university of technology, beijing; 100124, china

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来源 :

Journal of Hydraulic Engineering

ISSN: 0559-9350

年份: 2019

期: 11

卷: 50

页码: 1392-1399

2 . 4 0 0

JCR@2022

ESI学科: ENGINEERING;

ESI高被引阀值:52

JCR分区:2

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WoS核心集被引频次: 0

SCOPUS被引频次: 2

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