Morphological characterization and mechanical analysis for coarse aggregate skeleton of asphalt mixture based on discrete-element modeling

被引:84
作者
Ding, Xunhao [1 ]
Ma, Tao [1 ]
Gao, Wang [1 ,2 ]
机构
[1] Southeast Univ, Sch Transportat, 2 Sipailou, Nanjing 210096, Jiangsu, Peoples R China
[2] Changsha Univ Sci & Technol, State Engn Lab Highway Maintenance Technol, Changsha 410114, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
Discrete-Element Method; AIMS; Aggregate; Angularity; Penetration test; PARTICLE-SHAPE; REPRESENTATION; SIMULATION; CONCRETE; FRACTURE;
D O I
10.1016/j.conbuildmat.2017.08.008
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Focused on the aggregate microstructures to characterize the aggregate mechanical properties, this paper proposed a modeling method of coarse aggregate based on the particle morphological characteristics. By using the Aggregate Image Measurement System (AIMS), the realistic shape of granular aggregates was captured and the statistical analysis was made to quantify the morphological differences firstly. Then by using Discrete-Element Method (DEM) software named as Particle Flow Code in two dimensions (PFC2D) and with the help of the image processing techniques, an algorithm was developed to model the two-dimensional shape of aggregates. Through linking the shape to the morphological index for each aggregate, the coarse aggregate skeleton was built which is consistent with the actual composition and structure of the laboratory specimens. After that, based on laboratory penetration test for granular aggregates, virtual penetration test was built by PFC2D to verify the validity of the developed modeling algorithm. An optimized method was proposed further then to improve the simulation efficiency. This is because of the time-consuming process when modeling the actual specimen which was composed of numerous coarse aggregates with various shapes. Some representative particles were selected and reconstructed based on the angularity index to form the virtual specimens with aggregates of gradations AC-13 and SMA-13. At last the virtual penetration test of AC-13, SMA-13 was conducted to predict the mechanical behavior and the coarse aggregate skeleton structure characteristics were analyzed from the point of micro-contact state. It is proved that the proposed modeling algorithm could well capture the realistic shape of aggregates and virtual test based on the aggregates model could characterize the granular aggregates mechanical properties accurately. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1048 / 1061
页数:14
相关论文
共 36 条
[11]  
Itasca Consulting Group, 2004, PFC 2D VERS 4 0
[12]  
Kleinert J., 2013, MODELING LARGE SCALE
[13]  
Kuo CY, 1998, TRANSPORT RES REC, P65
[14]   Visualization and Simulation of Asphalt Concrete with Randomly Generated Three-Dimensional Models [J].
Liu, Yu ;
You, Zhanping .
JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 2009, 23 (06) :340-347
[15]   The importance of modelling ballast particle shape in the discrete element method [J].
Lu, M. ;
McDowell, G. R. .
GRANULAR MATTER, 2007, 9 (1-2) :69-80
[16]   Technical and computational aspects of the measurement of aggregate shape by digital image analysis [J].
Maerz, NH .
JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 2004, 18 (01) :10-18
[17]  
Masad E., 2003, DEV COMPUTER CONTROL
[18]  
Ministry of Transport of the People's Republic of China, 2007, E402007 JTG MIN TRAN
[19]   Combining X-ray microtomography with computer simulation for analysis of granular and porous materials [J].
Moreno-Atanasio, Roberto ;
Williams, Richard A. ;
Jia, Xiaodong .
PARTICUOLOGY, 2010, 8 (02) :81-99
[20]  
Pan T., 2006, GEOSH INT C SHANGH, DOI [10.1061/40866(198)26, DOI 10.1061/40866(198)26]