TY - JOUR

T1 - Effect of DEM inter-particle parameters on uniaxial loading modeling results

AU - Chepelenkova, Veronica

AU - Lisitsa, Vadim

N1 - The research was supported by the Mathematical Center in Akademgorodok, the agreement with the Ministry of Science and High Education of the Russian Federation number 075-15-2022-281 dated 05.04.2022.

PY - 2023

Y1 - 2023

N2 - We present a 2D DEM-based model with bonded particles to simulate the uniaxial loading of a porous material. In this paper, we focus on the numerical study of the model parameters at the microscale (normal and tangential stiffnesses of the bonds, bond length, and friction coefficient) influence on the Young modulus and compressive strength of the modeled material. Young’s modulus exhibits linear dependence on the normal stiffness, whereas its dependence on the other parameters is more complex and hard to characterize. We illustrate that compressive strength depends linearly on the normal and tangential stiffness as well as on the bond length but it relates quadratically to the friction coefficient. Additionally, we illustrate that the model is scalable and that Young’s modulus and compressive strength do not depend on the particle size. The provided study allows the construction DEM-based model of porous material with prescribed properties to perform a simulation of uniaxial and triaxial loading of complex heterogeneous materials.

AB - We present a 2D DEM-based model with bonded particles to simulate the uniaxial loading of a porous material. In this paper, we focus on the numerical study of the model parameters at the microscale (normal and tangential stiffnesses of the bonds, bond length, and friction coefficient) influence on the Young modulus and compressive strength of the modeled material. Young’s modulus exhibits linear dependence on the normal stiffness, whereas its dependence on the other parameters is more complex and hard to characterize. We illustrate that compressive strength depends linearly on the normal and tangential stiffness as well as on the bond length but it relates quadratically to the friction coefficient. Additionally, we illustrate that the model is scalable and that Young’s modulus and compressive strength do not depend on the particle size. The provided study allows the construction DEM-based model of porous material with prescribed properties to perform a simulation of uniaxial and triaxial loading of complex heterogeneous materials.

KW - Discrete elements

KW - Model calibration

KW - Statistical analysis

UR - https://www.scopus.com/record/display.uri?eid=2-s2.0-85159628671&origin=inward&txGid=17c626f32605d095dcdc7994b352729a

UR - https://www.mendeley.com/catalogue/571187da-a827-3d12-b8cf-d14327e18e45/

U2 - 10.1007/s40571-023-00604-y

DO - 10.1007/s40571-023-00604-y

M3 - Article

VL - 10

SP - 2021

EP - 2030

JO - Computational Particle Mechanics

JF - Computational Particle Mechanics

SN - 2196-4378

IS - 6

ER -