Study on the Phase Angle Master Curve of the Polyurethane Mixture with Dense Gradation

被引:1
|
作者
Zhao, Haisheng [1 ,2 ]
Wang, Xiufen [3 ]
Cui, Shiping [1 ]
Jiang, Bin [4 ]
Ma, Shijie [1 ]
Zhang, Wensheng [4 ]
Zhang, Peiyu [1 ]
Wang, Xiaoyan [1 ]
Wei, Jincheng [1 ]
Liu, Shan [1 ]
机构
[1] Key Lab Highway Maintain Technol Minist Commun, Jinan 250102, Peoples R China
[2] Changan Univ, Sch Highway, Xian 710064, Peoples R China
[3] Qingdao Highway Dev Ctr, Qingdao 266075, Peoples R China
[4] Wanhua Chem Grp Co Ltd, Yantai 265599, Peoples R China
关键词
polyurethane mixture; phase angle; master curve model; shift factor equation; error minimization method; viscoelastic; HOT-MIX ASPHALT; DYNAMIC MODULUS; RHEOLOGICAL PROPERTIES; PREDICTIVE MODELS; COMPLEX MODULUS; CONSTRUCTION; PERFORMANCE; BINDER;
D O I
10.3390/coatings13050909
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The phase angle master curve of the PU mixture is a new research field that is urgently needed to characterize the viscoelastic of the PU mixture under different conditions. In this paper, five master curve models, five shift factor equations, and four error minimization methods were introduced to fitting the phase angle master curve of the PU mixture. The results analysis indicated that the master curves fitted by different error minimization methods had small differences when the loading frequency was higher than 10(-3) Hz. The R-2 maximization as the main constraint and the others as the additional constraints were recommended as the error minimization method. The combination of the Christensen Anderson and Marasteanu model (CAM) and kaelble shift factor equation was recommended for fitting the phase angle master curve of the PU mixture. The phase angle master curve of the PU mixture did not follow the "Bell" shape of the asphalt mixture. The PU mixture with smaller temperature susceptibility would still be subject to the PU at higher temperatures and was closer to that of the viscoelastic material. The phase angle master curve construction was analyzed for the first time and proper master curve fitting parameters were recommended for pavement performance predicting and analyzing.
引用
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页数:29
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