Study on the effect of particle morphology on single particle breakage using a combined finite-discrete element method

被引:69
作者
Zhou, Bo [1 ]
Wei, Deheng [2 ]
Ku, Quan [1 ]
Wang, Jianfeng [3 ]
Zhang, Aijun [4 ]
机构
[1] Huazhong Univ Sci & Technol, Dept Civil Engn & Mech, Wuhan, Peoples R China
[2] Univ Sydney, Sch Civil Engn, Sydney, NSW, Australia
[3] City Univ Hong Kong, Dept Architecture & Civil Engn, Kowloon, Hong Kong, Peoples R China
[4] Shenzhen Rd & Bridge Construct Grp, Engn Technol & Res Inst, Shenzhen, Peoples R China
基金
中国国家自然科学基金;
关键词
Particle morphology; Particle breakage; Combined finite-discrete element method; X-ray micro-tomography scanning; Fracture pattern; X-RAY TOMOGRAPHY; SAND PARTICLES; PROBABILISTIC APPROACH; COMPUTED-TOMOGRAPHY; NUMERICAL-MODEL; BEHAVIOR; FRAGMENTATION; FRACTURE; GRAINS; GENERATION;
D O I
10.1016/j.compgeo.2020.103532
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Particle morphology is an inherent characteristic that has a significant influence on breakage behaviors of natural sands. Based on X-ray micro-computed tomographic scanning and image-processing, the three-dimensional (3D) particle surfaces of natural sand particles were first reconstructed by the spherical harmonic (SH) analysis. The traditional morphological parameters of the particles, including sphericity, roundness, and aspect ratio were then calculated based on the SH-reconstructed particle surfaces. Furthermore, a 3D local roundness descriptor was used to characterize the local angularity of the contact area between a particle and its loading platens. To model particle breakage, this study developed a combined finite-discrete element method (FDEM) in which the cohesive interface elements were inserted between the finite elements to simulate solid fracture by defining a traction-separation damage law. By using the developed FDEM, a series of single particle crushing simulations were conducted for ellipsoid particles and two types of sand particles. The results show that the developed FDEM model is capable of simulating breakage behaviors of sand particles. Statistical analysis showed that local roundness is the most significant factor in determining the particle fracture pattern, with the strongest positive correlation with the particle crushing strength of sand particles subjected to uniaxial loading.
引用
收藏
页数:12
相关论文
共 43 条
[1]   Strain tensor determination of compressed individual silica sand particles using high-energy synchrotron diffraction [J].
Alshibli, Khalid ;
Cil, Mehmet B. ;
Kenesei, Peter ;
Lienert, Ulrich .
GRANULAR MATTER, 2013, 15 (05) :517-530
[2]   Quantifying Morphology of Sands Using 3D Imaging [J].
Alshibli, Khalid A. ;
Druckrey, Andrew M. ;
Al-Raoush, Riyadh I. ;
Weiskittel, Taylor ;
Lavrik, Nickolay V. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2015, 27 (10)
[3]  
[Anonymous], 1976, Differential Geometry of Curves and Surfaces
[4]   Fragmentation of grains in a two-dimensional packing [J].
Astrom, JA ;
Herrmann, HJ .
EUROPEAN PHYSICAL JOURNAL B, 1998, 5 (03) :551-554
[5]   The mechanics of rigid irregular particles subject to uniaxial compression [J].
Cavarretta, I. ;
O'Sullivan, C. .
GEOTECHNIQUE, 2012, 62 (08) :681-692
[6]   The influence of particle characteristics on the behaviour of coarse grained soils [J].
Cavarretta, I. ;
Coop, M. ;
O'Sullivan, C. .
GEOTECHNIQUE, 2010, 60 (06) :413-423
[7]   Discrete element simulation of crushable soil [J].
Cheng, YP ;
Nakata, Y ;
Bolton, MD .
GEOTECHNIQUE, 2003, 53 (07) :633-641
[8]   A particle-tracking method for experimental investigation of kinematics of sand particles under triaxial compression [J].
Cheng, Zhuang ;
Wang, Jianfeng .
POWDER TECHNOLOGY, 2018, 328 :436-451
[9]   3D evolution of sand fracture under 1D compression [J].
Cil, M. B. ;
Alshibli, K. A. .
GEOTECHNIQUE, 2014, 64 (05) :351-364
[10]   3D face detection using curvature analysis [J].
Colombo, A ;
Cusano, C ;
Schettini, R .
PATTERN RECOGNITION, 2006, 39 (03) :444-455