Evaluation of Safety in Horizontal Curves of Roads Using a Multi-Body Dynamic Simulation Process.

accident analysis and prevention horizontal curves mobility multi-body dynamic simulation public health risks road design road safety road traffic injuries safety margin parameter traffic safety transport transport safety world health organization

Journal

International journal of environmental research and public health
ISSN: 1660-4601
Titre abrégé: Int J Environ Res Public Health
Pays: Switzerland
ID NLM: 101238455

Informations de publication

Date de publication:
17 08 2020
Historique:
received: 07 06 2020
revised: 06 08 2020
accepted: 14 08 2020
entrez: 23 8 2020
pubmed: 23 8 2020
medline: 20 11 2020
Statut: epublish

Résumé

Road transportation poses one of the significant public health risks. Several contributors and factors strongly link public health and road safety. The design and advancement of higher-quality roads can significantly contribute to safer roads and save lives. In this article, the safety aspect of the roads' horizontal curves under the standard of the American Association of State Highway Transportation Officials (AASHTO) is evaluated. Several factors, including vehicle weight, vehicle dimensions, longitudinal grades, and vehicle speed in the geometric design of the horizontal curves, are investigated through a multi-body dynamic simulation process. According to the AASHTO, a combination of simple circular and clothoid transition curves with various longitudinal upgrades and downgrades was designed. Three vehicles were used in this simulation, including a sedan, a bus, and a 3-axle truck. The analysis was based on the lateral friction between the tire and the pavement and also the safety margin parameter. The results showed that designers must differentiate between light and heavy vehicles, especially in curves with a high radius. Evaluation of longitudinal grade impacts indicated that the safety margin decreases when the vehicle is entering the curve. Safety margin reduction on the clothoid curve takes place with a lower grade toward the simple circular curve. By increasing the speed, the difference between lateral friction demand obtained from simulation and lateral friction demand proposed by AASHTO grows. The proposed novel methodology can be used for evaluating road safety.

Identifiants

pubmed: 32824601
pii: ijerph17165975
doi: 10.3390/ijerph17165975
pmc: PMC7459981
pii:
doi:

Types de publication

Journal Article Research Support, Non-U.S. Gov't

Langues

eng

Sous-ensembles de citation

IM

Références

Traffic Inj Prev. 2010 Aug;11(4):425-32
pubmed: 20730690
J Safety Res. 2017 Dec;63:163-169
pubmed: 29203015
Int J Environ Res Public Health. 2020 Mar 03;17(5):
pubmed: 32138346

Auteurs

Amir Saman Abdollahzadeh Nasiri (AS)

Department of Civil Engineering, South Tehran Branch, Azad University, Tehran 1584715414, Iran.

Omid Rahmani (O)

Faculty of Civil Engineering, Shahrood University of Technology, Shahrood 3619995161, Iran.

Ali Abdi Kordani (A)

Department of Civil Engineering, Imam Khomeini International University, Qazvin 3414896818, Iran.

Nader Karballaeezadeh (N)

Faculty of Civil Engineering, Shahrood University of Technology, Shahrood 3619995161, Iran.

Amir Mosavi (A)

Faculty of Civil Engineering, Technische Universität Dresden, 01069 Dresden, Germany.
Institute of Research and Development, Duy Tan University, Da Nang 550000, Vietnam.
Department of Informatics, J. Selye University, 94501 Komarno, Slovakia.

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Classifications MeSH