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[会议论文]

Size effect analysis of recycled concrete fracture based on micromechanics using the base force element method

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Author:

Peng, Yijiang (Peng, Yijiang.) (Scholars:彭一江) | Dang, Nana (Dang, Nana.) | Zhang, Lijuan (Zhang, Lijuan.) | Unfold

Indexed by:

EI Scopus

Abstract:

In this paper, the base force element method (BFEM) on damage mechanics is used to analyze the fracture properties of recycled aggregate concrete (RAC) on meso-level. The recycled aggregate concrete is taken as five-phase composites consisting of natural coarse aggregate, new mortar, new interfacial transition zone(ITZ), old mortar and old ITZ on meso-level. The random aggregate model is used to simulate the meso-structure of recycled aggregate concrete. The size effects of mechanics properties of RAC under uniaxial tension loading are simulated using the BFEM on damage mechanics. The simulation results agree with the test results. This analysis method is the new way for investigating fracture mechanism and numerical simulation of mechanical properties for recycled aggregate concrete.

Keyword:

Concretes Micromechanics Recycling Fracture Concrete aggregates Size determination Aggregates Mortar Brittleness Silicon compounds Numerical methods

Author Community:

  • [ 1 ] [Peng, Yijiang]Department of Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Dang, Nana]Department of Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Zhang, Lijuan]Department of Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Pu, Jiwei]Department of Civil Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Year: 2013

Volume: 1

Page: 526-535

Language: English

Cited Count:

WoS CC Cited Count: 0

30 Days PV: 5

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