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Author:

Yan, Chengzeng (Yan, Chengzeng.) | Han, Du (Han, Du.) | Zheng, Hong (Zheng, Hong.) | Wang, Tie (Wang, Tie.) | Ali, Sajid (Ali, Sajid.)

Indexed by:

EI Scopus SCIE

Abstract:

The parameters calibration of the original fracture constitutive model for the joint element in the finite-discrete element method (FDEM) is very complex. To simplify the parameter calibration procedure, we firstly propose a linear fracture constitutive model for the two-dimensional finite-discrete element method (FDEM). Based on the simplified constitutive model for the joint element, the proposed calibration procedure only involves adjusting two parameters (ro and rs), which represent the post-peak strain to pre-peak strain ratio and have a clear physical meaning. Other rock mechanical parameters can directly take from the experimental values. Then, the correctness of the proposed fracture constitutive model is verified by a series of rock numerical tests. Finally, the calibration procedure of the input parameters for the Jinping Baishan Group marble is provided by using the linear fracture constitutive model. The proposed constitutive model can significantly simplify the parameter calibration process and improve the computational efficiency, which enables FDEM better applied to practical engineering.

Keyword:

Fracture constitutive model Brazilian test Finite-discrete element method (FDEM) Uniaxial compression tests Joint element Parameters calibration

Author Community:

  • [ 1 ] [Yan, Chengzeng]China Univ Geosci, Fac Engn, Wuhan 430074, Peoples R China
  • [ 2 ] [Han, Du]China Univ Geosci, Fac Engn, Wuhan 430074, Peoples R China
  • [ 3 ] [Wang, Tie]China Univ Geosci, Fac Engn, Wuhan 430074, Peoples R China
  • [ 4 ] [Ali, Sajid]China Univ Geosci, Fac Engn, Wuhan 430074, Peoples R China
  • [ 5 ] [Yan, Chengzeng]Natl Key Lab Intelligent Parallel Technol, Beijing 100871, Peoples R China
  • [ 6 ] [Yan, Chengzeng]China Univ Geosci, Natl Ctr Int Res Deep Earth Drilling & Resource De, Wuhan 430074, Peoples R China
  • [ 7 ] [Zheng, Hong]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Yan, Chengzeng]China Univ Geosci, Fac Engn, Wuhan 430074, Peoples R China

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Source :

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS

ISSN: 0955-7997

Year: 2025

Volume: 176

3 . 3 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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