柔性路面反射裂缝的热机械耦合建模

IF 3.4 3区 工程技术 Q1 MECHANICS
Mohammad Rahmani, Yong-Rak Kim
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引用次数: 0

摘要

本研究提出了一种热力-机械耦合有限元模型,用于模拟柔性路面的反射裂缝。该方法综合了计算断裂力学的原理,特别关注沥青材料的混合物级断裂特性,并将其与路面变形和开裂的结构级模型联系起来。认识到机械和环境因素对路面损坏性能的重大影响,本研究考虑了沥青混合物随时间和温度变化的变形和断裂。为此,采用了包含内聚区断裂的有限元方法,以考虑沥青混合物的粘弹性和随温度变化的断裂特性。在此背景下,多物理场建模的概念得到了阐释。为了评估建模方法的能力及其在不同路面设计变量和加载条件下的灵敏度,共考虑了 14 个不同混合物特性、路面层配置和加载条件(即仅热加载和热机械耦合加载)的案例。本研究提出的计算模型具有科学严谨性,可预测混合物和路面的复杂断裂,并通过少量实验室测试实现良好的建模效率。模型模拟结果表明了混合料特性及其层配置的影响,这意味着本研究中的多物理场耦合建模可以区分受交互式设计变量和加载条件影响的路面损坏性能。当同时施加热荷载和机械荷载时,路面破坏过程会加剧。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Coupled thermo-mechanical modeling of reflective cracking in flexible pavements
This study presents a coupled thermo-mechanical finite element modeling to simulate the reflective cracking of flexible pavements. The method integrates principles from computational fracture mechanics, specifically focusing on the mixture-level fracture characteristics of bituminous materials, and links them with a structural-level model for the deformation and cracking of pavements. Recognizing the substantial impact of mechanical and environmental factors on pavement damage performance, this study considers time- and temperature-dependent deformations and fracture of bituminous mixtures. To address this, the finite element method incorporated with cohesive zone fracture was used to account for the viscoelastic properties and temperature-dependent fracture characteristics of the bituminous mixtures. The concept of multiphysics modeling is elucidated within this context. To assess the capability of the modeling approach and its sensitivity under varying pavement design variables and loading conditions, a total of 14 cases with varying mixture properties, pavement layer configurations, and loading conditions (i.e., thermal loading only and coupled thermal–mechanical loading) were considered. The computational modeling presented in this study has the scientific rigor to predict complex fracture of mixtures and pavements with promising modelling efficiency with a few laboratory tests. Model simulation results demonstrate the effects of mixture properties and their layer configurations, which implies that coupled multiphysics modeling such as herein can differentiate the pavement damage performance influenced by interactive design variables and loading conditions. The pavement failure process is intensified when thermal and mechanical loads are applied simultaneously.
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来源期刊
CiteScore
6.70
自引率
8.30%
发文量
405
审稿时长
70 days
期刊介绍: The International Journal of Solids and Structures has as its objective the publication and dissemination of original research in Mechanics of Solids and Structures as a field of Applied Science and Engineering. It fosters thus the exchange of ideas among workers in different parts of the world and also among workers who emphasize different aspects of the foundations and applications of the field. Standing as it does at the cross-roads of Materials Science, Life Sciences, Mathematics, Physics and Engineering Design, the Mechanics of Solids and Structures is experiencing considerable growth as a result of recent technological advances. The Journal, by providing an international medium of communication, is encouraging this growth and is encompassing all aspects of the field from the more classical problems of structural analysis to mechanics of solids continually interacting with other media and including fracture, flow, wave propagation, heat transfer, thermal effects in solids, optimum design methods, model analysis, structural topology and numerical techniques. Interest extends to both inorganic and organic solids and structures.
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