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Development of a viscoplastic constitutive model using a rate-dependent yield criterion for HMA in compression.

机译:使用速率相关的HMA压缩屈服准则建立粘塑性本构模型。

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摘要

This dissertation presents a uniaxial viscoplastic constitutive model that is capable of capturing the rate-dependent hardening-softening behavior of hot-mix asphalt (HMA) subject to compressive loading. Experimental support for such behavior is also given. In the constitutive model, Perzyna's over-stress theory and a rate dependent hardening-softening function are used as the flow rule and yield stress function, respectively.;A comprehensive material experimental program is performed to identify the characteristic behaviors of HMA, including dynamic modulus test, monotonic test, repetitive creep and recovery test, and flow number test under various loading conditions. From the dynamic modulus test, it is confirmed that the dynamic modulus of HMA in compression is the same as that in tension-compression; however, it is shown that the dynamic modulus is especially dependent on confining pressure at conditions where the material is softest (high temperatures and low frequencies). Further, it is found that when affected by confining pressure, that the modulus increases as the confining pressure increases. It is also confirmed that the time-temperature superposition principle holds true regardless of loading type, severity of damage or viscoplastic strain, as evidenced by a series of constant strain rate tests and repetitive creep and recovery tests. A finding previously undocumented for HMA that is found in this experimental research, is that the resistance to viscoplastic flow, the yield stress, shows rate-dependent hardening and softening behavior. The rate-dependent hardening and softening of the yield stress explains the significant increase of viscoplastic strain in the repetitive creep and recovery tests with long rest periods or with short loading pulses relative to those with short rest periods or long loading pulses. The flow number test and tests combining repetitive creep and recovery and flow number tests are conducted to verify the model. The results indicate that the developed model is capable of accounting for the effects of rest period and loading sequence on viscoplastic strain development. These characteristics cannot be adequately captured with existing HMA viscoplastic models.
机译:本文提出了一种单轴粘塑性本构模型,该模型能够捕获受压载荷下热混合沥青(HMA)的速率依赖性硬化-软化行为。还为这种行为提供了实验支持。在本构模型中,分别使用Perzyna的过应力理论和速率相关的硬化软化函数作为流动规则和屈服应力函数。进行了全面的材料实验程序来识别HMA的特征行为,包括动态模量测试,单调测试,重复蠕变和恢复测试以及在各种负载条件下的流量测试。通过动态模量试验,可以确认HMA在压缩时的动态模量与拉伸压缩时相同。然而,已经表明,在材料最柔软的条件下(高温和低频),动态模量尤其取决于围压。此外,发现当受限制压力影响时,模量随着限制压力增加而增加。还证实了时间-温度叠加原理是正确的,而与载荷类型,损坏的严重程度或粘塑性应变无关,这通过一系列恒定应变率测试以及反复的蠕变和恢复测试证明。在这项实验研究中发现的先前未记录的HMA发现是,对粘塑性流动的抵抗力,屈服应力显示出速率依赖性的硬化和软化行为。屈服应力的速率依赖性硬化和软化解释了相对于短休息时间或长加载脉冲的情况,在较长的静止时间或短加载脉冲的重复蠕变和恢复测试中,粘塑性应变显着增加。进行流量测试以及结合重复蠕变和恢复的测试以及流量测试以验证模型。结果表明,所开发的模型能够说明休息时间和加载顺序对粘塑性应变发展的影响。现有的HMA粘塑性模型无法充分体现这些特征。

著录项

  • 作者

    Yun, Taeyoung.;

  • 作者单位

    North Carolina State University.;

  • 授予单位 North Carolina State University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2008
  • 页码 176 p.
  • 总页数 176
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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