Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (S1): 368-378.doi: 10.16285/j.rsm.2019.1688

• Numerical Analysis • Previous Articles     Next Articles

Three-dimensional discrete element simulation of spherical gravel collision damag

YE Yang1, 2, ZENG Ya wu1, 2, DU Xin3, SUN Han qing1, 2, CHEN Xi1, 2   

  1. 1. Structural Engineering, College of Civil Engineering, Wuhan University, Wuhan, Hubei 430072, China; 2. Hubei Provincial Key Laboratory of Safety for Geotechnical and Structural Engineering, Wuhan University, Wuhan, Hubei 430072, China; 3. China Railway Siyuan Survey and Design Group Co., Ltd, Wuhan, Hubei 430063, China
  • Received:2019-09-27 Revised:2019-12-24 Online:2020-06-19 Published:2020-06-09
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(41772308).

Abstract: The damage and broken of falling rocks due to collision and velocity of fragments are crucial to the accurate prediction of trajectory of falling rocks. In order to reveal the collision damage and fragment velocity, a three-dimensional discrete element modeling of crystallization method is used to simulate the collision damage of ball and gravel based on experimental tests. The simulated results show that the collision damage patterns of ball and gravel agree well with that of the laboratory results. Higher collision velocity causes the radial and secondary macro cracks, breaking the rock gravel into small pieces. The secondary macro cracks result from the compression of orange-slice-shaped fragments. The radial macro cracks leads to a significant increase in the number of micro cracks. The damage rate based on the number of cracks shows three different stages with increasing collision speed. The contact force is also strongly affected by the damage and fragmentation of rock spheres. The simulation results show that the fragmentation of rock gravel collision can lead to high-velocity fragments. The maximum fragment velocity can reach up to 3.2 times of the collision velocity. The equivalent size of the high-velocity fragments is generally less than 0.11. After the collision, the velocity direction of fragments changes significantly with the collision velocity, which corresponds to the crushing mode of ball and gravel collision.

Key words: falling rock impact, broken pattern, impact force, damage ratio, high-velocity fragments

CLC Number: 

  • TU452
[1] WANG You-biao, YAO Chang-rong, LIU Sai-zhi, LI Ya-dong, ZHANG Xun. Experimental study of debris flow impact forces on bridge piers [J]. Rock and Soil Mechanics, 2019, 40(2): 616-623.
[2] CHU Feng, ZHANG Hong-gang, SHAO Sheng-jun, . Experimental study of constitutive model of Longdong Q3 structural loess with compressive and shearing damage [J]. Rock and Soil Mechanics, 2019, 40(10): 3855-3870.
[3] ZENG Chao ,SU Zhi-man ,LEI Yu ,YU Jian,. An experimental study of the characteristics of impact forces between debris flow slurry and large-sized particles [J]. , 2015, 36(7): 1923-1930.
[4] YUAN Jin-ke,HUANG Run-qiu,PEI Xiang-jun. Test research on rockfall impact force [J]. , 2014, 35(1): 48-54.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!