首页|不同温域变化下半柔性路面材料细观界面损伤开裂分析

不同温域变化下半柔性路面材料细观界面损伤开裂分析

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损伤开裂是目前影响沥青路面结构耐久与行车安全的重要因素之一.路用灌注式半柔性材料(SFM)通过在沥青混凝土骨架中灌注水泥浆,兼具水泥和沥青特性,具有较好的耐久性及行车舒适性,但SFM界面处由于各相材料变形不协调易引发细观损伤.为了揭示半柔性材料在温度变化过程中的界面损伤,利用有限元分析方法,通过引入内聚力模型(CZM)对SFM界面区域在不同温域下黏结-失效过程进行了模拟分析.首先,以 25%目标空隙率设计SFM的骨架沥青混合料,在对其进行基本性能测试后灌注水泥浆,制备SFM试件.然后通过工业CT扫描,获得SFM的内部截面几何信息,构建细观有限元模型.分别对SFM组分包括开级配沥青混合料、水泥灌浆料以及集料进行不同温度范围内的温缩行为测试,将试验获得的线收缩系数输入有限元模型中进行计算,研究其界面区域在经历不同温域后的应力集中、失效程度及损伤分布等问题.结果表明:与多数工况类似,在从20℃向―30℃降温过程中,SFM内部应力主要集中于集料-沥青-水泥灌浆料界面区域.通过对各降温区段的应力大小及损伤程度分析后,发现 20℃至 10℃降温区间内,沥青膜黏结强度及断裂能最小且承受的不协调变形最大,因此该降温区间内SFM界面处损伤开裂最严重.
An Analysis on Mesoscopic Interfacial Damage of Semi-flexible Material at Different Temperature Ranges
Damage and cracking are vital affecting factors on structural durability and traffic safety.Semi-flexible material(SFM)for pavement is produced by pouring cement grouting material into the asphalt concrete skeleton.SFM exhibits both characteristics of cement and asphalt-based materials,advancing durability and driving comfort.It is recognized that the incompatible deformation of various phases of components mainly causes the interfacial damage of SFM.In order to reveal the interfacial damage in semi-flexible materials during temperature changes,the FEM is used to simulate the bonding to detachment process of the interface region in SFM at different temperature ranges by introducing a cohesive zone model(CZM).Firstly,the skeleton asphalt mixture of SFM is designed with a target porosity of 25%,after testing the primary performance,cement grouting material is poured to prepare SFM specimens.Further,the SFM's internal structural information is measured by CT,which is used to construct the mesoscopic FEM.The tests for temperature shrinkage behavior at different temperature ranges are conducted with SFM components,including open-graded asphalt mixture,cement grouting material and aggregate.The stress concentration,failure degree and damage distribution of the SFM interface are revealed by inputting the linear shrinkage coefficients and cohesive parameters into FEM.The result shows that(1)aligning with the ordinary working conditions,the internal stress generated by the cooling process from 20℃ to ―30℃ mainly concentrate in the aggregate-asphalt binder-cement grout interface region;(2)by analyzing the stress and damage degree of each cooling range,during the cooling range from 20℃ to 10℃,the asphalt film has the most minor bond strength and fracture energy while bearing the most extensive incompatible deformation,therefore,the SFM interface is prone to damage and cracks in this cooling range.

road engineeringinterfacial damageFEMsemi-flexible materialcohesive zone model(CZM)temperature range impact

谢志惠、何天明、许克健、程宏、任敏达

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上饶市弋阳公路事业发展中心,江西 上饶 334499

上饶市信州公路事业发展中心,江西 上饶 334099

上饶市余干公路事业发展中心,江西 上饶 335199

上饶市鄱阳公路事业发展中心,江西 上饶 333199

内蒙古工业大学 土木工程结构与力学内蒙古自治区重点实验室,内蒙古 呼和浩特 010051

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道路工程 界面损伤 有限元方法 半柔性材料 内聚力模型 温域影响

江西省交通厅科技项目

2022SF003

2024

公路交通科技
交通运输部公路科学研究院

公路交通科技

CSTPCD北大核心
影响因子:1.007
ISSN:1002-0268
年,卷(期):2024.41(2)
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