{"title":"时间均匀化:重复交通荷载下长期路面性能热-力学分析的轮胎超限跳跃法","authors":"Ahmad Chihadeh, Michael Kaliske","doi":"10.1002/nme.70131","DOIUrl":null,"url":null,"abstract":"<p>The long-term performance of pavement structures is influenced by the combined effects of repeated traffic loads and environmental conditions, such as temperature variations. Traditional numerical approaches face significant challenges in simulating the decades-long lifespan of pavements due to the vast disparity between the time scales of individual loading events and the overall lifespan. This paper presents a novel framework for the thermo-mechanical analysis of pavement structures, based on a time homogenization technique to efficiently predict long-term performance. An Arbitrary Lagrangian-Eulerian (ALE) formulation is employed to simulate the mechanical response of pavements to consecutive tire overruns, while a thermo-mechanical material model accounts for the effects of temperature variations. A key innovation is the treatment of history variables (HVs). The framework incorporates both spatial and temporal mapping of HVs, enabling the extrapolation of material behavior when the evolution rate of HVs stabilizes. This allows for the skipping of computationally expensive tire overruns, significantly reducing simulation time without compromising accuracy. Numerical examples demonstrate the framework's ability to predict the long-term response of pavement structures under realistic traffic and thermal conditions.</p>","PeriodicalId":13699,"journal":{"name":"International Journal for Numerical Methods in Engineering","volume":"126 18","pages":""},"PeriodicalIF":2.9000,"publicationDate":"2025-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/nme.70131","citationCount":"0","resultStr":"{\"title\":\"Time Homogenization: Tire Overruns Skip Method for Thermo-Mechanical Analysis of Long-Term Pavement Performance Under Repeated Traffic Loads\",\"authors\":\"Ahmad Chihadeh, Michael Kaliske\",\"doi\":\"10.1002/nme.70131\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>The long-term performance of pavement structures is influenced by the combined effects of repeated traffic loads and environmental conditions, such as temperature variations. Traditional numerical approaches face significant challenges in simulating the decades-long lifespan of pavements due to the vast disparity between the time scales of individual loading events and the overall lifespan. This paper presents a novel framework for the thermo-mechanical analysis of pavement structures, based on a time homogenization technique to efficiently predict long-term performance. An Arbitrary Lagrangian-Eulerian (ALE) formulation is employed to simulate the mechanical response of pavements to consecutive tire overruns, while a thermo-mechanical material model accounts for the effects of temperature variations. A key innovation is the treatment of history variables (HVs). The framework incorporates both spatial and temporal mapping of HVs, enabling the extrapolation of material behavior when the evolution rate of HVs stabilizes. This allows for the skipping of computationally expensive tire overruns, significantly reducing simulation time without compromising accuracy. Numerical examples demonstrate the framework's ability to predict the long-term response of pavement structures under realistic traffic and thermal conditions.</p>\",\"PeriodicalId\":13699,\"journal\":{\"name\":\"International Journal for Numerical Methods in Engineering\",\"volume\":\"126 18\",\"pages\":\"\"},\"PeriodicalIF\":2.9000,\"publicationDate\":\"2025-09-12\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://onlinelibrary.wiley.com/doi/epdf/10.1002/nme.70131\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal for Numerical Methods in Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1002/nme.70131\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Numerical Methods in Engineering","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/nme.70131","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
Time Homogenization: Tire Overruns Skip Method for Thermo-Mechanical Analysis of Long-Term Pavement Performance Under Repeated Traffic Loads
The long-term performance of pavement structures is influenced by the combined effects of repeated traffic loads and environmental conditions, such as temperature variations. Traditional numerical approaches face significant challenges in simulating the decades-long lifespan of pavements due to the vast disparity between the time scales of individual loading events and the overall lifespan. This paper presents a novel framework for the thermo-mechanical analysis of pavement structures, based on a time homogenization technique to efficiently predict long-term performance. An Arbitrary Lagrangian-Eulerian (ALE) formulation is employed to simulate the mechanical response of pavements to consecutive tire overruns, while a thermo-mechanical material model accounts for the effects of temperature variations. A key innovation is the treatment of history variables (HVs). The framework incorporates both spatial and temporal mapping of HVs, enabling the extrapolation of material behavior when the evolution rate of HVs stabilizes. This allows for the skipping of computationally expensive tire overruns, significantly reducing simulation time without compromising accuracy. Numerical examples demonstrate the framework's ability to predict the long-term response of pavement structures under realistic traffic and thermal conditions.
期刊介绍:
The International Journal for Numerical Methods in Engineering publishes original papers describing significant, novel developments in numerical methods that are applicable to engineering problems.
The Journal is known for welcoming contributions in a wide range of areas in computational engineering, including computational issues in model reduction, uncertainty quantification, verification and validation, inverse analysis and stochastic methods, optimisation, element technology, solution techniques and parallel computing, damage and fracture, mechanics at micro and nano-scales, low-speed fluid dynamics, fluid-structure interaction, electromagnetics, coupled diffusion phenomena, and error estimation and mesh generation. It is emphasized that this is by no means an exhaustive list, and particularly papers on multi-scale, multi-physics or multi-disciplinary problems, and on new, emerging topics are welcome.