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Development of a micromechanical modeling approach to predict asphalt mixture stiffness using the discrete element method.

机译:开发了一种微机械建模方法,以使用离散元方法预测沥青混合料的刚度。

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摘要

Micromechanical modeling has tremendous potential benefits in the field of asphalt technology, for reducing or eliminating costly tests to characterize asphalt-aggregate mixtures for the design and control of flexible pavement structures and materials. A microfabric discrete element modeling (MDEM) approach is presented for modeling asphalt concrete microstructure. The technique is a straightforward extension of a traditional discrete element methods (DEM) analysis, where various material phases (e.g., aggregates, mastic) are modeled with clusters of very small discrete elements.; High resolution optical images were obtained in order to study the microstructure of asphalt mixture and to prepare geometry input for the MDEM model. The MDEM approach is used herein to predict asphalt mixture complex modulus in extension/compression across a range of loading times and frequencies. The method allows various constitutive models to be employed to describe particle and interface properties, such as normal and shear stiffness of the elements and cohesive and adhesive strength. Biaxial (or uniaxial) compressive test and hollow cylinder tensile tests were employed in this study for the stiffness (complex modulus) prediction. For the coarse HMA mixture studied, the uncalibrated MDEM models gave excellent predictions for both uniaxial compressive test and hollow cylinder tensile test simulations. For the fine mixtures studied, there were insufficient numbers of coarse aggregate contacts captured by the image technique and the uncalibrated 2D model underpredicted the significant stiffening effects of the coarse aggregate skeletal structure. Various techniques were developed to calibrate the 2D MDEM model to experimental results. The MDEM model calibrated to experimental results on a single material at a single frequency and temperature closely match measured moduli across a range of test temperatures and load frequencies. As future modeling efforts are extended to three-dimensions, the degree of model calibration required should be greatly reduced.; The MDEM approach was also utilized in the design and optimization of physical test equipment such as hollow cylinder tensile tester. In addition, tensile strength simulations and creep stiffness prediction are also very promising by using the MDEM approach.
机译:微机械建模在沥青技术领域具有巨大的潜在优势,可减少或消除用于表征和设计柔性路面结构和材料的沥青-骨料混合物的昂贵测试。提出了一种微结构离散元建模(MDEM)方法来对沥青混凝土的微观结构进行建模。该技术是传统离散元素方法(DEM)分析的直接扩展,其中各种材料相(例如,聚集体,胶泥)都由非常小的离散元素组成的簇进行建模。为了研究沥青混合料的微观结构并为MDEM模型准备几何输入,获得了高分辨率的光学图像。本文使用MDEM方法来预测在一系列加载时间和频率范围内伸展/压缩时沥青混合料的复数模量。该方法允许采用各种本构模型来描述颗粒和界面特性,例如元素的法向和剪切刚度以及内聚和粘合强度。本研究采用双轴(或单轴)压缩试验和中空圆柱体拉伸试验来预测刚度(复模量)。对于研究的粗HMA混合物,未经校准的MDEM模型为单轴压缩试验和中空圆柱体拉伸试验仿真提供了出色的预测。对于所研究的精细混合物,图像技术捕获的粗骨料接触数量不足,未校准的2D模型低估了粗骨料骨架结构的显着增强效果。开发了各种技术来将2D MDEM模型校准为实验结果。在单一材料上以单一频率和温度根据实验结果校准的MDEM模型在一系列测试温度和负载频率范围内与测得的模量非常匹配。随着将来的建模工作扩展到三维,应大大降低所需的模型校准程度。 MDEM方法还用于物理测试设备(例如空心圆柱体拉伸测试仪)的设计和优化。此外,通过使用MDEM方法,抗拉强度模拟和蠕变刚度预测也非常有前途。

著录项

  • 作者

    You, Zhanping.;

  • 作者单位

    University of Illinois at Urbana-Champaign.;

  • 授予单位 University of Illinois at Urbana-Champaign.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2003
  • 页码 512 p.
  • 总页数 512
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

  • 入库时间 2022-08-17 11:45:57

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