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Predict the Theological properties of aged asphalt binders using a universal kinetic model

机译:使用通用动力学模型预测老化沥青粘合剂的流变性能

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摘要

In this study, universal models were proposed to predict the aging behaviors of five different asphalt binders, where the rheological properties were emphasized on. The carbonyl content and crossover modulus of binders during oxidative aging process were predicted using the proposed universal kinetic models. The carbonyl content test using the Fourier Transform infrared spectroscopy (FTIR) technique and the frequency sweep test using a Dynamic Shear Rheometer (DSR) were performed to obtain the optimum model parameters. From the testing results, the crossover modulus of binders under oxidative aging effect showed similar growth trend to the carbonyl content that follows the two-reaction kinetics of aging. An approximately linear relation was established between the log crossover frequency and the inverse of log crossover modulus. A sufficient good agreement was achieved between the measured and predicted results of carbonyl content and crossover modulus of asphalt binders at given aging temperature and duration. However, it lost a little prediction accuracy when using the universal model parameters, compared to the specific model parameters. Moreover, based on the calculated crossover modulus and crossover frequency, the complex shear modulus and phase angle were successfully predicted based on the Christensen-Anderson model. The proposed universal model provides an effective approach of predicting the rheological properties of aged asphalt binders. (C) 2018 Elsevier Ltd. All rights reserved.
机译:在这项研究中,提出了通用模型来预测五种不同沥青粘结剂的老化行为,其中强调了流变性能。使用提出的通用动力学模型预测了氧化老化过程中粘合剂的羰基含量和交叉模量。进行了使用傅立叶变换红外光谱(FTIR)技术进行的羰基含量测试和使用动态剪切流变仪(DSR)进行的扫频测试,以获得最佳模型参数。从测试结果来看,粘合剂在氧化老化作用下的交换模量显示出与羰基含量相似的增长趋势,该羰基含量遵循老化的两次反应动力学。在对数交叉频率和对数交叉模量的倒数之间建立了近似线性关系。在给定的老化温度和持续时间下,沥青粘合剂的羰基含量和交叉模量的测量结果和预测结果之间取得了足够好的一致性。但是,与通用模型参数相比,使用通用模型参数时,其预测精度有所降低。此外,基于计算的交叉模量和交叉频率,基于Christensen-Anderson模型成功地预测了复数剪切模量和相角。提出的通用模型提供了一种预测老化沥青粘合剂流变特性的有效方法。 (C)2018 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2019年第20期|283-291|共9页
  • 作者

    Liu Fang; Zhou Zhidong; Wang Yu;

  • 作者单位

    Taiyuan Univ Technol, Coll Architecture & Civil Engn, Taiyuan 030024, Shanxi, Peoples R China|Shanxi Transportat Res Inst, Taiyuan 030006, Peoples R China;

    Washington State Univ, Dept Civil & Environm Engn, Pullman, WA 99164 USA;

    Taiyuan Univ Technol, Coll Architecture & Civil Engn, Taiyuan 030024, Shanxi, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Asphalt binder; Aging; Rheological properties; Prediction; Universal kinetic model;

    机译:沥青粘结剂;老化;流变性能;预测;通用动力学模型;

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