获得自愈沥青混合料松弛模量并建立模型

Bahadir Yilmaz, A. Özdemir
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引用次数: 0

摘要

在本研究中,将含有废植物油的胶囊以0.25、0.50、0.75和1.00%的比例添加到混合料中,得到纯净的自愈沥青混合料样品。然后对试件进行恒应力蠕变试验,并对沥青混合料的永久变形抗力进行研究。松弛模量是利用试验结束时测得的蠕变柔度值进行数学变换得到的。然后,将松弛模量结果拟合到表征沥青混合料粘弹性特性的常用模型——广义麦克斯韦模型中,得到了proony级数参数。结果表明,胶囊的加入降低了沥青混合料的永久变形强度。此外,还成功地进行了曲线拟合过程,并以较高的精度获得了所需参数。
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Obtaining and modeling the relaxation modulus of self-healing asphalt mixtures
In this study, pure and self-healing asphalt mixture samples were obtained by adding capsules containing waste vegetable oil to mixtures at 0.25, 0.50, 0.75 and 1.00% ratios. Afterwards, creep test with a constant stress was carried out on the samples, and the resistance of asphalt mixtures against permanent deformation was investigated. Relaxation modulus values were obtained by using the creep compliance values that measured at the end of the experiment with mathematical transformations. Then, the relaxation modulus results were fitted to the Generalized Maxwell Model, which is a common model used to represent the viscoelastic properties of asphalt mixtures, and Prony series parameters were obtained. The results showed that the addition of capsule reduced the permanent deformation strength of the asphalt mixture. In addition, the curve fitting processes were successfully performed and the desired parameters were obtained with high accuracy.
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