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Three-dimensional discrete element simulation of the runaway vehicle deceleration process on the arrester bed of truck escape ramps

Due to imperfect design norms and guidelines for China’s truck escape ramp, previous studies have not been able to reflect the effect of wheel subsidence process on the deceleration of runaway vehicles. A discrete element method was used to establish an aggregate discrete element and a wheel discret...

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Autores principales: Qin, Pinpin, Wu, Fengmin, Wu, Da, Zhang, Shunfeng, Huang, Daming
Formato: Online Artículo Texto
Lenguaje:English
Publicado: SAGE Publications 2020
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10451039/
https://www.ncbi.nlm.nih.gov/pubmed/32660356
http://dx.doi.org/10.1177/0036850420940890
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author Qin, Pinpin
Wu, Fengmin
Wu, Da
Zhang, Shunfeng
Huang, Daming
author_facet Qin, Pinpin
Wu, Fengmin
Wu, Da
Zhang, Shunfeng
Huang, Daming
author_sort Qin, Pinpin
collection PubMed
description Due to imperfect design norms and guidelines for China’s truck escape ramp, previous studies have not been able to reflect the effect of wheel subsidence process on the deceleration of runaway vehicles. A discrete element method was used to establish an aggregate discrete element and a wheel discrete element. The three-dimensional discrete element model for an aggregate-wheel combination was established based on a particle flow code in three dimensions on a software platform using the “FISH” language. The microscopic parameters of the aggregate discrete element particles and wheel discrete element particles were calibrated using a simulated static triaxial compression test and real vehicle test data, respectively. Four sets of numerical simulation tests were designed for analyzing the influence of the aggregate diameter, grade of the arrester bed, truckload, and entry speed on the wheel subsidence depth and stopping distance of runaway vehicles. The results indicate that the smaller the aggregate diameter and entry speed and the greater the truckload and grade of the arrester bed, the more easily the wheel falls into the gravel aggregate, the better the deceleration effect, and the smaller the stopping distance. As the wheel subsidence depth increases, the speed at the unit stopping distance decreases more quickly. The maximum subsidence depth mainly depends on the truckload. The research results can provide a theoretical basis for the design of the arrester bed length and the thickness of the aggregate pavement in a truck escape ramp.
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spelling pubmed-104510392023-08-26 Three-dimensional discrete element simulation of the runaway vehicle deceleration process on the arrester bed of truck escape ramps Qin, Pinpin Wu, Fengmin Wu, Da Zhang, Shunfeng Huang, Daming Sci Prog Article Due to imperfect design norms and guidelines for China’s truck escape ramp, previous studies have not been able to reflect the effect of wheel subsidence process on the deceleration of runaway vehicles. A discrete element method was used to establish an aggregate discrete element and a wheel discrete element. The three-dimensional discrete element model for an aggregate-wheel combination was established based on a particle flow code in three dimensions on a software platform using the “FISH” language. The microscopic parameters of the aggregate discrete element particles and wheel discrete element particles were calibrated using a simulated static triaxial compression test and real vehicle test data, respectively. Four sets of numerical simulation tests were designed for analyzing the influence of the aggregate diameter, grade of the arrester bed, truckload, and entry speed on the wheel subsidence depth and stopping distance of runaway vehicles. The results indicate that the smaller the aggregate diameter and entry speed and the greater the truckload and grade of the arrester bed, the more easily the wheel falls into the gravel aggregate, the better the deceleration effect, and the smaller the stopping distance. As the wheel subsidence depth increases, the speed at the unit stopping distance decreases more quickly. The maximum subsidence depth mainly depends on the truckload. The research results can provide a theoretical basis for the design of the arrester bed length and the thickness of the aggregate pavement in a truck escape ramp. SAGE Publications 2020-07-13 /pmc/articles/PMC10451039/ /pubmed/32660356 http://dx.doi.org/10.1177/0036850420940890 Text en © The Author(s) 2020 https://creativecommons.org/licenses/by-nc/4.0/This article is distributed under the terms of the Creative Commons Attribution-NonCommercial 4.0 License (https://creativecommons.org/licenses/by-nc/4.0/) which permits non-commercial use, reproduction and distribution of the work without further permission provided the original work is attributed as specified on the SAGE and Open Access pages (https://us.sagepub.com/en-us/nam/open-access-at-sage).
spellingShingle Article
Qin, Pinpin
Wu, Fengmin
Wu, Da
Zhang, Shunfeng
Huang, Daming
Three-dimensional discrete element simulation of the runaway vehicle deceleration process on the arrester bed of truck escape ramps
title Three-dimensional discrete element simulation of the runaway vehicle deceleration process on the arrester bed of truck escape ramps
title_full Three-dimensional discrete element simulation of the runaway vehicle deceleration process on the arrester bed of truck escape ramps
title_fullStr Three-dimensional discrete element simulation of the runaway vehicle deceleration process on the arrester bed of truck escape ramps
title_full_unstemmed Three-dimensional discrete element simulation of the runaway vehicle deceleration process on the arrester bed of truck escape ramps
title_short Three-dimensional discrete element simulation of the runaway vehicle deceleration process on the arrester bed of truck escape ramps
title_sort three-dimensional discrete element simulation of the runaway vehicle deceleration process on the arrester bed of truck escape ramps
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10451039/
https://www.ncbi.nlm.nih.gov/pubmed/32660356
http://dx.doi.org/10.1177/0036850420940890
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