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首页> 外文期刊>Journal of the Association of Asphalt Paving Technologists >Three Dimensional Elasto-Visco-Plastic Finite Element Model for Combined Physical-Mechanical Moisture Induced Damage in Asphaltic Mixes
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Three Dimensional Elasto-Visco-Plastic Finite Element Model for Combined Physical-Mechanical Moisture Induced Damage in Asphaltic Mixes

机译:沥青混合料中物理-机械湿气耦合损伤的三维弹-粘-塑性有限元模型

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摘要

In order to understand and quantify the physical processes leading to moisture induced damage in asphalt and in order to combine them with the mechanical ones, an extensive, experimental and analytical, investigation is undertaken at Delft University of Technology in the Netherlands. In this investigation new tools were developed that enable the simulation of moisture infiltration due to pressure driven (i.e. hydraulic suction and water flow) and moisture gradient driven (i.e. molecular diffusion) processes. In addition, the tools for the simulation of the various physical damage inducing processes, associated with these moisture infiltration processes, have been developed. The modeling of moisture induced damage in asphalt mixes, however, cannot be done correctly without a generic constitutive theory for the dry response of the asphalt components. This contribution presents a three dimensional visco-elasto-plastic constitutive model for the mastic and shows the coupling with the moisture infiltration model. The same formulation can be used for simulation of the response of the other components. A methodology for the determination of the model parameters is also presented. At the end of this paper a micro-scale simulation is given to illustrate the damage generated in the mastic-aggregate interface due to both plastic strain and moisture induced damage.
机译:为了理解和量化导致水分引起沥青破坏的物理过程,并将其与机械过程结合起来,荷兰代尔夫特理工大学进行了广泛的实验和分析研究。在这项研究中,开发了新的工具,该工具可以模拟由于压力驱动(即液压吸力和水流)和水分梯度驱动(即分子扩散)过程而引起的水分渗透。另外,已经开发了用于模拟与这些水分渗透过程相关的各种物理破坏引发过程的工具。但是,如果没有通用的本构原理对沥青组分的干响应进行建模,就无法正确完成水分对沥青混合料中破坏的建模。该贡献为乳香提出了三维粘弹塑性本构模型,并显示了与水分渗透模型的耦合。相同的公式可用于模拟其他组件的响应。还提出了确定模型参数的方法。在本文的最后,进行了微观模拟,以说明由于塑性应变和水分引起的破坏在胶泥-骨料界面产生的破坏。

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