3D DEM model simulation of asphalt mastics with sunflower oil

被引:9
作者
Camara, Gustavo [1 ]
Micaelo, Rui [2 ,3 ]
Azevedo, Nuno Monteiro [4 ]
机构
[1] NOVA Sch Sci & Technol, Dept Civil Engn, Campus Caparica, P-2829516 Setubal, Portugal
[2] CERIS NOVA, Dept Civil Engn, Campus Caparica, P-2829516 Setubal, Portugal
[3] NOVA Sch Sci & Technol, Campus Caparica, P-2829516 Setubal, Portugal
[4] Portuguese Natl Lab Civil Engn, Concrete Dams Dept, Ave Brasil, P-1700075 Lisbon, Portugal
关键词
Asphalt mastic; Discrete element model; Generalized Kelvin model; Viscoelasticity; Self-healing; Sunflower oil; MIXTURE; MICROCAPSULES; REJUVENATION; BEHAVIOR;
D O I
10.1007/s40571-023-00574-1
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
A three-dimensional particle model, based on the asphalt mastic micro-structure representation following a discrete element model framework, was developed to investigate the influence of sunflower oil (rejuvenator) on the rheological properties of asphalt mastic. Dynamic shear rheometer tests in laboratory, for a frequency range of 0.1-20 Hz and temperatures in a range between 20 and 80 degrees C, were carried out in order to assess the viscoelastic behaviour of asphalt mastics containing different oil to-bitumen content by mass proportions (2.5-20%). Master curves were constructed for two reference temperatures (30 degrees C and 50 degrees C). Experimental results showed that the increase in sunflower oil content resulted in a progressive decrease in viscosity. However, the rheological behaviour of the mastic containing the highest oil amount could not be properly represented in master curves, indicating that the specimen had a different rheological behaviour when compared with the lower oil contents responses. Numerical simulations of rheometer tests were carried out with an asphalt mastic particle assembly that emulated the experimental procedure. The viscoelastic contacts within the asphalt mastic assembly were simulated with a generalized Kelvin contact model. A calibration procedure was derived based on the fitting of laboratory data. The simulations were shown to have a good agreement with laboratory values. The average errors for the dynamic shear modulus and phase angle were 3.4% and 4.0%, respectively, considering both temperatures of analysis. Finally, a considerable improvement was accomplished in comparison with the numerical response obtained with the often-used Burgers model.
引用
收藏
页码:1569 / 1586
页数:18
相关论文
共 40 条
[1]  
Abbas A., 2007, International Journal of Geomechanics, V7, P131, DOI DOI 10.1061/(ASCE)1532-3641(2007)7:2(131)
[2]  
Abbas A., 2005, The International Journal of Pavement Engineering, V6, P137, DOI DOI 10.1080/10298430500159040
[3]   Microcapsules for self-healing of asphalt mixture without compromising mechanical performance [J].
AI-Mansoori, T. ;
Micaelo, R. ;
Artamendi, I. ;
Norambuena-Contreras, J. ;
Garcia, A. .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 155 :1091-1100
[4]   Effect of capsule addition and healing temperature on the self-healing potential of asphalt mixtures [J].
Al-Mansoori, T. ;
Norambuena-Contreras, J. ;
Garcia, A. .
MATERIALS AND STRUCTURES, 2018, 51 (02)
[5]  
[Anonymous], 14770 EN
[6]   A 3D generalized rigid particle contact model for rock fracture [J].
Azevedo, Nuno Monteiro ;
Lemos, Jose V. .
ENGINEERING COMPUTATIONS, 2013, 30 (02) :277-300
[7]  
Camara G, 2021, 7 ED INT C PART BAS, DOI [10.23967/particles.2021.030, DOI 10.23967/PARTICLES.2021.030]
[8]   Comparative study of the effect of long-term ageing on the behaviour of bitumen and mastics with mineral fillers [J].
Carl, C. ;
Lopes, P. ;
Sa da Costa, M. ;
Falla, G. Canon ;
Leischner, S. ;
Micaelo, R. .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 225 :76-89
[9]  
Collop A.C., 2004, International Journal of Pavement Engineering, V5, P1, DOI [DOI 10.1080/10298430410001709164, 10.1080/10298430410001709164]
[10]  
Collop AC, 2003, TRANSPORT RES REC, P96