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Author:

Yan, Cheng-Zeng (Yan, Cheng-Zeng.) | Zheng, Hong (Zheng, Hong.) (Scholars:郑宏) | Sun, Guan-Hua (Sun, Guan-Hua.) | Ge, Xiu-Run (Ge, Xiu-Run.)

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Abstract:

Considering that the shapes of particles have an important impact on the mechanical properties of the coarse aggregate, this paper proposes a new method for characterizing particle shapes. The method randomly selects a series of points on ellipse; then those points are connected to form polygon particles. The new method can represent more types of particle shapes than old method that access points on the circle, applies more broadly, can characterize the narrow flat particles. In addition, a new algorithm of particle delivery is proposed, which is to reduce the particle; then the reduced particles are put to the given area randomly. After the particle was meshed by triangular element, the reduced particles was enlarge to the original size. Afterwards, using finite combined finite-discrete element method(FEM/DEM) to calculating equilibrium state, a sample that meet given void ratio was generated. Then the particle generation algorithm above and FEM/DEM was combined, the FEM/DEM method is applied to coarse aggregate numerical simulation, the analysis shows, FEM/DEM is a great way to study the mechanical properties of coarse aggregate. The complex particle shape can also be modeling simply, because the particles was meshed into the triangle finite element, complex contact judgments and the contact force calculation can be transformed into a standard uniform contact judgments and contact force calculations between triangles, all calculations can be standardization and unification. At the same time, particles can be deformed, the concept of stress and strain that belong to the continuum mechanics was still retains, rather than PFC which stress and strain of a point was expressed indirectly by the measuring circle. Finally, by confined compression test numerical simulations of coarse aggregate show enormous potential of the proposed set of solutions in the simulation coarse aggregate. ©, 2015, Academia Sinica. All right reserved.

Keyword:

Mechanical properties Numerical methods Geometry Compression testing Continuum mechanics Aggregates Finite element method Stresses Numerical models Particle size analysis

Author Community:

  • [ 1 ] [Yan, Cheng-Zeng]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Yan, Cheng-Zeng]State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan; Hubei; 430071, China
  • [ 3 ] [Zheng, Hong]State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan; Hubei; 430071, China
  • [ 4 ] [Sun, Guan-Hua]State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan; Hubei; 430071, China
  • [ 5 ] [Ge, Xiu-Run]State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan; Hubei; 430071, China

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Source :

Rock and Soil Mechanics

ISSN: 1000-7598

Year: 2015

Volume: 36

Page: 95-103

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 10

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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