Investigation on Hydroplaning Behaviors of a Patterned Tire on a Steel Bridge Deck Pavement

The hydroplaning propensity on the steel bridge deck pavement (SBDP) is higher than ordinary road pavements. In this study, the objective is to develop a hydroplaning model to evaluate the hydroplaning behaviors for SBDPs. To achieve this goal, a finite element (FE) model of a 3D-patterned radial ti...

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Autores principales: Yang Liu, Zhendong Qian, Changbo Liu, Qibo Huang
Formato: article
Lenguaje:EN
Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:9626415afd854af59f7abad493da8a9c2021-11-25T16:31:42ZInvestigation on Hydroplaning Behaviors of a Patterned Tire on a Steel Bridge Deck Pavement10.3390/app1122105662076-3417https://doaj.org/article/9626415afd854af59f7abad493da8a9c2021-11-01T00:00:00Zhttps://www.mdpi.com/2076-3417/11/22/10566https://doaj.org/toc/2076-3417The hydroplaning propensity on the steel bridge deck pavement (SBDP) is higher than ordinary road pavements. In this study, the objective is to develop a hydroplaning model to evaluate the hydroplaning behaviors for SBDPs. To achieve this goal, a finite element (FE) model of a 3D-patterned radial tire model was developed at first, and the grounding characteristics of tire on the SBDP were calculated as an initial condition for the follow-up hydroplaning analysis. The X-ray CT scanning device and Ostu thresholding method were used for image processing of pavement surface topography, and the 3D FE model of SBDP was established by the reverse stereological theory and voxel modeling technique, which can accurately reconstruct the pavement morphology. A fluid model was established to simulate the dynamic characteristics of water film between the tire and SBDP. On this basis, the tire–fluid–pavement interaction model was developed based on the CEL (Couple Eulerian–Lagrangian) algorithm, and it was verified by the hydroplaning empirical equations. Finally, the hydroplaning behaviors on the SBDP were studied. The findings from this study can provide a tool for hydroplaning evaluation on SBDPs, and will be helpful to improve the driving safety of SBDP in rainy days.Yang LiuZhendong QianChangbo LiuQibo HuangMDPI AGarticlehydroplaning behaviorpatterned tiresteel bridge deck pavementtire–fluid–pavement interaction modelnumerical simulationTechnologyTEngineering (General). Civil engineering (General)TA1-2040Biology (General)QH301-705.5PhysicsQC1-999ChemistryQD1-999ENApplied Sciences, Vol 11, Iss 10566, p 10566 (2021)
institution DOAJ
collection DOAJ
language EN
topic hydroplaning behavior
patterned tire
steel bridge deck pavement
tire–fluid–pavement interaction model
numerical simulation
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
spellingShingle hydroplaning behavior
patterned tire
steel bridge deck pavement
tire–fluid–pavement interaction model
numerical simulation
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Yang Liu
Zhendong Qian
Changbo Liu
Qibo Huang
Investigation on Hydroplaning Behaviors of a Patterned Tire on a Steel Bridge Deck Pavement
description The hydroplaning propensity on the steel bridge deck pavement (SBDP) is higher than ordinary road pavements. In this study, the objective is to develop a hydroplaning model to evaluate the hydroplaning behaviors for SBDPs. To achieve this goal, a finite element (FE) model of a 3D-patterned radial tire model was developed at first, and the grounding characteristics of tire on the SBDP were calculated as an initial condition for the follow-up hydroplaning analysis. The X-ray CT scanning device and Ostu thresholding method were used for image processing of pavement surface topography, and the 3D FE model of SBDP was established by the reverse stereological theory and voxel modeling technique, which can accurately reconstruct the pavement morphology. A fluid model was established to simulate the dynamic characteristics of water film between the tire and SBDP. On this basis, the tire–fluid–pavement interaction model was developed based on the CEL (Couple Eulerian–Lagrangian) algorithm, and it was verified by the hydroplaning empirical equations. Finally, the hydroplaning behaviors on the SBDP were studied. The findings from this study can provide a tool for hydroplaning evaluation on SBDPs, and will be helpful to improve the driving safety of SBDP in rainy days.
format article
author Yang Liu
Zhendong Qian
Changbo Liu
Qibo Huang
author_facet Yang Liu
Zhendong Qian
Changbo Liu
Qibo Huang
author_sort Yang Liu
title Investigation on Hydroplaning Behaviors of a Patterned Tire on a Steel Bridge Deck Pavement
title_short Investigation on Hydroplaning Behaviors of a Patterned Tire on a Steel Bridge Deck Pavement
title_full Investigation on Hydroplaning Behaviors of a Patterned Tire on a Steel Bridge Deck Pavement
title_fullStr Investigation on Hydroplaning Behaviors of a Patterned Tire on a Steel Bridge Deck Pavement
title_full_unstemmed Investigation on Hydroplaning Behaviors of a Patterned Tire on a Steel Bridge Deck Pavement
title_sort investigation on hydroplaning behaviors of a patterned tire on a steel bridge deck pavement
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/9626415afd854af59f7abad493da8a9c
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AT zhendongqian investigationonhydroplaningbehaviorsofapatternedtireonasteelbridgedeckpavement
AT changboliu investigationonhydroplaningbehaviorsofapatternedtireonasteelbridgedeckpavement
AT qibohuang investigationonhydroplaningbehaviorsofapatternedtireonasteelbridgedeckpavement
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