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Author:

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

Indexed by:

EI PKU CSCD

Abstract:

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.

Keyword:

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

Author Community:

  • [ 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

Reprint Author's Address:

  • 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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Source :

Journal of Hydraulic Engineering

ISSN: 0559-9350

Year: 2019

Issue: 11

Volume: 50

Page: 1392-1399

2 . 4 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:136

JCR Journal Grade:2

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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