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首页> 外文期刊>Engineering Fracture Mechanics >Modeling the 3D fracture-associated behavior of viscoelastic asphalt mixtures using 2D microstructures
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Modeling the 3D fracture-associated behavior of viscoelastic asphalt mixtures using 2D microstructures

机译:使用2D微观结构建模粘弹性沥青混合物的3D断裂相关行为

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摘要

Asphalt concrete is a highly heterogeneous mixture with complicated microstructures. This heterogeneity strongly affects the overall three-dimensional (3D) mechanical behavior and damage-associated performance of asphaltic mixtures, which makes accurate modeling a challenge. This paper presents a computational microstructure model using multiple two-dimensional (2D) finite element microstructures as an alternative and efficient approach to predict the actual 3D fracture-associated response of asphaltic mixtures. To simulate crack initiation and propagation, an autonomous algorithm was developed to efficiently generate multiple 2D microstructures using image processing of scanned microstructures, a phase-based segmentation module to separate particles and the surrounding matrix phase, and a finite element meshing module that allows cohesive zone elements to be embedded within the mixture microstructure. Aggregates were considered elastic, but viscoelastic and fracture properties were used to model the binding matrix phase. The validity of the multiple 2D microstructures approach was statistically investigated by comparing the model simulation results with the corresponding experimental results from two cases: (1) a three-point bending beam testing of a gap-graded mixture: and (2) a semicircular bending beam testing of a conventional dense-graded mixture. The 2D simulation results of multiple microstructures could generally capture 3D viscoelastic fracture behavior, but the prediction power of the modeling was reduced when volume fraction, distribution of coarse aggregates became high and complex. With some limitations to be further resolved, this study implies that multiple 2D microstructures can appropriately represent the complex viscoelastic-fracture behavior of 3D mixtures, which can significantly reduce the experimental and computational costs for laboratory mixture tests and 3D microstructure simulations with fracture, respectively. (c) 2017 Elsevier Ltd. All rights reserved.
机译:沥青混凝土是一种高度异质的混合物,微观结构复杂。这种异质性强烈影响沥青混合物的总体三维(3D)机械行为和损伤相关性能,这使得精确建模挑战。本文呈现了一种使用多种二维(2D)有限元微结构的计算微观结构模型,作为预测沥青混合物的实际3D断裂相关响应的替代和有效的方法。为了模拟裂纹启动和传播,开发了一种自主算法,以使用扫描微结构的图像处理,基于相位的分段模块和周围矩阵相的图像处理有效地产生多个2D微结构,以及允许粘性区域的有限元啮合模块要嵌入混合组织内的元素。聚集体被认为是弹性的,但使用粘弹性和裂缝性能来模拟结合基质相。通过将模型模拟结果与两种情况的相应实验结果进行比较,通过比较模型模拟结果进行统计研究了多个2D微结构方法的有效性:(1)间隙梯度混合物的三点弯曲光束测试:和(2)半圆形弯曲光束测试传统的密集分级混合物。多种微结构的2D模拟结果通常可以捕获3D粘弹性断裂行为,但是当体积分数,粗聚集体的分布变得高而复杂时,建模的预测力变化。通过一些局限性得到进一步解决,本研究意味着多个2D微观结构可以适当地代表3D混合物的复杂粘弹性行为,这可以显着降低实验室混合物测试和3D微观结构模拟的实验性和计算成本。 (c)2017 Elsevier Ltd.保留所有权利。

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