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Fatigue equation for asphalt mixture under low temperature and low loading frequency conditions

机译:低温低负荷频率条件下沥青混合料的疲劳方程

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摘要

In order to reveal the thermal fatigue behavior of asphalt mixtures under low temperature conditions, the four-point bending beam tests of strength and fatigue were carried out. The asphalt mixtures are typical viscoelastic materials whose fatigue properties are significantly influenced by low loading frequency. Thus, the fatigue tests under low loading frequency were used to simulate the thermal fatigue of asphalt mixtures. Based on the nominal stress ratio (not considering the effect of loading rate on the strength value) and the real stress ratio (the strength value corresponding to the loading rate of fatigue test), the fatigue equations of asphalt mixtures under low temperature and low frequency conditions were established. The flexural strengths of the four-point bending beam tests at different loading rates at 0 degrees C, -10 degrees C and -20 degrees C were studied. The results show that the flexural strength of asphalt mixtures expresses a power function on the pattern of variation with the loading rates. The intersection of fatigue curve characterized by the nominal stress ratio and the abscissa axis is much larger than 1. The fatigue curve based on the nominal stress ratio cannot be extended to fatigue failure point (1,1). But the fatigue curve characterized by the real stress ratio can be extended to the strength failure point, whose fatigue life is 1. So, the behavior of strength failure and fatigue failure was integrated. The uniform characterization model of fatigue equations for asphalt mixture under low temperature and low loading frequency conditions was realized, which means that the fatigue equations and curves under different loading frequencies could be characterized by one equation and one curve. The results can provide a theoretical basis for predicting the thermal fatigue performance of asphalt mixtures under low temperature conditions more accurately. (C) 2019 Elsevier Ltd. All rights reserved.
机译:为了揭示沥青混合料在低温条件下的热疲劳行为,进行了强度和疲劳的四点弯曲梁测试。沥青混合物是典型的粘弹性材料,其疲劳性能受低加载频率的影响很大。因此,在低加载频率下的疲劳测试被用来模拟沥青混合料的热疲劳。基于标称应力比(不考虑加载速率对强度值的影响)和实际应力比(对应于疲劳试验加载速率的强度值),得出沥青混合料在低温,低频下的疲劳方程条件成立。研究了在0℃,-10℃和-20℃不同载荷率下的四点弯曲梁试验的抗弯强度。结果表明,沥青混合料的抗弯强度在随荷载率变化的模式上表现出幂函数。以标称应力比和横坐标轴为特征的疲劳曲线的交点远大于1。基于标称应力比的疲劳曲线无法扩展到疲劳破坏点(1,1)。但是可以将以实际应力比为特征的疲劳曲线扩展到疲劳寿命为1的强度破坏点。因此,将强度破坏和疲劳破坏的行为进行了整合。实现了低温低负荷频率条件下沥青混合料疲劳方程的统一表征模型,这意味着可以用一个方程和一条曲线来表征不同负荷频率下的疲劳方程和曲线。研究结果可为更准确地预测沥青混合料在低温条件下的热疲劳性能提供理论依据。 (C)2019 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2019年第30期|1085-1093|共9页
  • 作者单位

    Changsha Univ Sci & Technol, Natl Engn Lab Highway Maintenance Technol, Changsha 410114, Hunan, Peoples R China;

    Changsha Univ Sci & Technol, Natl Engn Lab Highway Maintenance Technol, Changsha 410114, Hunan, Peoples R China;

    Changsha Univ Sci & Technol, Natl Engn Lab Highway Maintenance Technol, Changsha 410114, Hunan, Peoples R China|Michigan Technol Univ, Dept Civil & Environm Engn, Houghton, MI 49931 USA;

    Changsha Univ Sci & Technol, Natl Engn Lab Highway Maintenance Technol, Changsha 410114, Hunan, Peoples R China;

    Changsha Univ Sci & Technol, Natl Engn Lab Highway Maintenance Technol, Changsha 410114, Hunan, Peoples R China|Natl Engn Lab Highway Maintenance Equipment, Xinxiang 453000, 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

    Road engineering; Asphalt mixture; Loading rate; Thermal fatigue; Stress ratio; Fatigue equations;

    机译:道路工程;沥青混合料;荷载率;热疲劳;应力比;疲劳方程;

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