Tehnički vjesnik, Vol. 28 No. 5, 2021.
Prethodno priopćenje
https://doi.org/10.17559/TV-20201211121650
Numerical Simulation of Parallel Cutting with Different Number of Empty Holes
Xiantang Zhang*
orcid.org/0000-0002-3721-0875
; Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, China
Juan Li
; Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, China
Dan Li
; College of Earth Science and Engineering, Shandong University of Science and Technology, Qingdao 266590, China
Shizhen Xie
; Linyi Urban Construction Investment Group Co. Ltd, Linyi 276100, China
Hongmin Zhou
; Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, China
Tingchun Li
; Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, China
Sažetak
The cutting blasting plays a key role in rock excavation construction, which determines the blasting effect and efficiency of the entire blasting project. In the cutting blasting, parallel holes are often used as the auxiliary free surface and the compensation space of blasting rock, and the empty holes have a great influence on the blasting effect. In this paper, Ansys/Ls-Dyna finite element analysis software is carried out to simulate four models with different number of empty holes. The simulation results show that the stronger the guiding effect of the empty holes on the crack propagation, the more obvious the inhibition effect on the crack in the remaining direction. The initial crack near the empty hole is generated by the continuous action of the stress wave, and the empty hole promotes the propagation of the explosion stress wave. The inconsistent guiding directions of adjacent empty holes are one of the reasons for the unsatisfactory blasting effect of multiple small diameter empty holes. The closer the empty hole is to the blasthole, the larger the maximum principal stress. By comparing the results of calculation with the numerical simulation, it is verified that the maximum principal stress near the empty hole is similar and the change rule is consistent. The above research has reference meaning to the location of the hollow hole in the actual blasting construction and the density of the empty hole.
Ključne riječi
action mechanism of empty hole; numerical simulation; parallel cut; rock fragmentation process; stress concentration
Hrčak ID:
261353
URI
Datum izdavanja:
15.8.2021.
Posjeta: 972 *