Structural Engineering and Mechanics

Volume 82, Number 6, 2022, pages 713-724

DOI: 10.12989/sem.2022.82.6.713

The numerical investigation of tensile strength of coal model on the performance of coal plow using Particle Flow Code

Jinwei Fu, Hadi Haeri, Vahab Sarfarazi, Mohammad Fatehi Marji and Tong Li

Abstract

Effects of coal tensile strength and plow configuration on the coal fragmentation process was modeled by twodimensional particles flow code (PFC2D). Three tensile strength values, 0.5, 1,5 and 3.5 MPa were considered in this numerical study. The cutters of plow penetrated in the coal for 4 mm at a rate of 0.016 m/s. According to the PFC manual, the local damping factor was 0.7. Three failure mechanism of coal during the fragmentation process by plow were modelled. The coal material beneath the cutters showed the elastic, plastic and fracturing behaviors in this analysis. In all the models, the plastic zone was fractured and some micro-cracks were induced but the elastic zone remained undamaged. It was observed that the tensile strength affected the failure mechanism of coal significantly and as it increased the extent of the fractured zone underneath the plow cutter decreased during the fragmentation process.

Key Words

coal plow; particle flow code; tensile strength

Address

Jinwei Fu, Hadi Haeri: School of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou,450046, China Vahab Sarfarazi: Department of Mining Engineering, Hamedan University of Technology, Hamedan, Iran Mohammad Fatehi Marji: Mine Exploitation Engineering Department, Faculty of Mining and Metallurgy, Institution of Engineering, Yazd University, Yazd, Iran Tong Li: School of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou,450046, China