YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Transportation Engineering, Part B: Pavements
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Transportation Engineering, Part B: Pavements
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    The Adverse Effects of Depression-Type Distress on Driving in Asphalt Pavements

    Source: Journal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 004::page 04022053
    Author:
    Ufuk Kırbaş
    DOI: 10.1061/JPEODX.0000409
    Publisher: ASCE
    Abstract: Depressions are a type of distress that cause whole-body vibration (WBV) on people traveling in vehicles, adversely affecting traffic safety, especially at high driving speeds. The study investigated the WBV levels of people traveling in the vehicle during the passage of passenger cars over depressions at the depths defined in the standard. In this context, vibration measurements were made in the vehicle at various driving speeds on some road sections with a known vertical profile with a passenger car. The road sections have been selected with a speed control hump in the middle of the section to consider extreme changes while riding. Vehicle responses were digitized by calibrating a half-vehicle dynamic model with the help of profile data of known geometry and vibration data. WBV values occurring in the seats of vehicles caused by depression type distress in nine different sizes, three different depths defined in low (L), medium (M), and high (H) severity levels and three different widths at each depth, were dynamically simulated. The evaluations were repeated for road profiles expressing A and B classes according to ISO 8608. In the simulation, vibration values were produced by changing ten units to see the change in vibration parameters in the range of vehicle speeds between 10 and 100  km/h, and the effects of driving speed on WBV were also taken into account. Vibration data were analyzed using vertical weighted root-mean-square acceleration (aw), vibration dose value (VDV), and equivalent static compressive stress (Se) parameters defined in the ISO 2631 standard. The analysis shows that with the increase in driving speed, the discomfort increased by 16% in depressions of 0.5 m width, 26% in depressions of 1 m width, and 79% in depressions of 3 m width.
    • Download: (2.707Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      The Adverse Effects of Depression-Type Distress on Driving in Asphalt Pavements

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4289486
    Collections
    • Journal of Transportation Engineering, Part B: Pavements

    Show full item record

    contributor authorUfuk Kırbaş
    date accessioned2023-04-07T00:39:31Z
    date available2023-04-07T00:39:31Z
    date issued2022/12/01
    identifier otherJPEODX.0000409.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289486
    description abstractDepressions are a type of distress that cause whole-body vibration (WBV) on people traveling in vehicles, adversely affecting traffic safety, especially at high driving speeds. The study investigated the WBV levels of people traveling in the vehicle during the passage of passenger cars over depressions at the depths defined in the standard. In this context, vibration measurements were made in the vehicle at various driving speeds on some road sections with a known vertical profile with a passenger car. The road sections have been selected with a speed control hump in the middle of the section to consider extreme changes while riding. Vehicle responses were digitized by calibrating a half-vehicle dynamic model with the help of profile data of known geometry and vibration data. WBV values occurring in the seats of vehicles caused by depression type distress in nine different sizes, three different depths defined in low (L), medium (M), and high (H) severity levels and three different widths at each depth, were dynamically simulated. The evaluations were repeated for road profiles expressing A and B classes according to ISO 8608. In the simulation, vibration values were produced by changing ten units to see the change in vibration parameters in the range of vehicle speeds between 10 and 100  km/h, and the effects of driving speed on WBV were also taken into account. Vibration data were analyzed using vertical weighted root-mean-square acceleration (aw), vibration dose value (VDV), and equivalent static compressive stress (Se) parameters defined in the ISO 2631 standard. The analysis shows that with the increase in driving speed, the discomfort increased by 16% in depressions of 0.5 m width, 26% in depressions of 1 m width, and 79% in depressions of 3 m width.
    publisherASCE
    titleThe Adverse Effects of Depression-Type Distress on Driving in Asphalt Pavements
    typeJournal Article
    journal volume148
    journal issue4
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000409
    journal fristpage04022053
    journal lastpage04022053_15
    page15
    treeJournal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 004
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian