Exploring inelastic collisions using modified three-dimensional discontinuous deformation analysis incorporating a damped contact model

被引:9
作者
Yu, Pengcheng [1 ]
Chen, Guangqi [1 ]
Peng, Xinyan [1 ]
Zhang, Yingbin [2 ,3 ]
Zhang, Hong [4 ]
机构
[1] Kyushu Univ, Dept Civil & Struct Engn, Fukuoka 8190395, Japan
[2] Southwest Jiaotong Univ, Sch Civil Engn, Dept Geotech Engn, Chengdu 610031, Peoples R China
[3] Southwest Jiaotong Univ, Key Lab Transportat Tunnel Engn, Minist Educ, Chengdu 610031, Peoples R China
[4] Tongji Univ, Coll Civil Engn, Dept Hydraul Engn, Shanghai, Peoples R China
基金
中国国家自然科学基金;
关键词
3D DDA; Damped contact model; Inelastic collision; COR; Post-collisional velocity; NUMERICAL-SIMULATION; DDA METHOD; COEFFICIENT; RESTITUTION; PARTICLES; VALIDATION; FLOW;
D O I
10.1016/j.compgeo.2020.103456
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Most collisions in reality are partially inelastic. The consideration of energy dissipation is important in block collision phenomena. Therefore, damping should be introduced into three-dimensional discontinuous deformation analysis (3D DDA) to address the energy loss in collisions. A damped contact model based on linear spring-dashpot assumption is adopted and incorporated into 3D DDA. The derivation is first presented to obtain the formulae of the damped contact model in normal and shear directions, and then a single-degree-of-freedom example is modelled to validate the modified 3D DDA. Subsequently, inelastic collisions with unconstrained and fixed targets are carefully investigated. A relationship between viscous damping coefficient and coefficient of restitution (COR) is derived. Finally, viscous damping effect in contact is demonstrated by a freefall example of an assembly of blocks. The results suggest that the modified 3D DDA can model the collision behavior under given COR, and the damping effect may be significant and should be properly addressed in simulations.
引用
收藏
页数:11
相关论文
共 69 条
[1]  
[Anonymous], 2006, 4 AS ROCK MECH S 200
[2]  
[Anonymous], ROCK MECH ROCK ENG
[3]  
[Anonymous], INT J GEOMECH
[4]  
[Anonymous], 2017, INT J GEOMECH
[5]  
[Anonymous], 1989, THESIS U CALIFORNIA
[6]  
[Anonymous], NUMERICAL ANAL DISCO
[7]  
[Anonymous], ICADD 7
[8]   On an analytical solution for the damped Hertzian spring [J].
Antypov, D. ;
Elliott, J. A. .
EPL, 2011, 94 (05)
[9]  
Asteriou P, 2013, ROCK MECHANICS FOR RESOURCES, ENERGY AND ENVIRONMENT, P195
[10]   Empirical Model for Predicting Rockfall Trajectory Direction [J].
Asteriou, Pavlos ;
Tsiambaos, George .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (03) :927-941