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    Study on Derailment Mechanism and Safety Operation Area of High-Speed Trains Under Earthquake

    Source: Journal of Computational and Nonlinear Dynamics:;2012:;volume( 007 ):;issue: 004::page 41001
    Author:
    Liang Ling
    ,
    Xinbiao Xiao
    ,
    Xuesong Jin
    DOI: 10.1115/1.4006727
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In order to investigate the derailment mechanism and safety operation area of high-speed trains under earthquake, a coupled vehicle-track dynamic model considering earthquake effect is developed, in which the vehicle is modeled as a 35 degrees of freedom (DOF) multibody system with nonlinear suspension characteristic and the slab track is modeled as a discrete elastic support model. The rails of the track are assumed to be Timoshenko beams supported by discrete rail fasteners, and the slabs are modeled with solid finite elements. The system motion equations are solved by means of an explicit integration method in time domain. The present work analyzes in detail the effect of earthquake characteristics on the dynamical behaviors of a vehicle-track coupling system and the transient derailment criteria. The considered derailment criteria include the ratio of the wheel/rail lateral force to the vertical force, the wheel loading reduction, the wheel/rail contact point traces on the wheel tread, and the wheel rise with respect to the rail top, respectively. The present work also finds the safety operation area, the derailment area, and the warning area of high-speed trains under earthquake, and their boundaries. These areas consist of three key parameters influencing the dynamical behavior of high-speed train and track under earthquake. The three key influencing parameters are, respectively, the vehicle speed and the lateral and vertical peak ground acceleration (PGA) of an earthquake. The results obtained indicate that the lateral earthquake motion has a greater influence on the vehicle dynamic behavior and its running safety compared to the vertical earthquake motion. The risk of derailment increases quickly with the increasing of lateral earthquake motion amplitude. The lateral earthquake motion is dominant in the vehicle running safety influenced by an earthquake. While the vertical earthquake motion promotes jumping of the wheels easily, not easy is flange climb derailment. And the effect of the vehicle speed is not significant under earthquake.
    keyword(s): Vehicles , Earthquakes , Rails , Motion , Wheels , Safety , Trains AND Force ,
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      Study on Derailment Mechanism and Safety Operation Area of High-Speed Trains Under Earthquake

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/148309
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    • Journal of Computational and Nonlinear Dynamics

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    contributor authorLiang Ling
    contributor authorXinbiao Xiao
    contributor authorXuesong Jin
    date accessioned2017-05-09T00:48:41Z
    date available2017-05-09T00:48:41Z
    date copyrightOctober, 2012
    date issued2012
    identifier issn1555-1415
    identifier otherJCNDDM-28998#041001_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/148309
    description abstractIn order to investigate the derailment mechanism and safety operation area of high-speed trains under earthquake, a coupled vehicle-track dynamic model considering earthquake effect is developed, in which the vehicle is modeled as a 35 degrees of freedom (DOF) multibody system with nonlinear suspension characteristic and the slab track is modeled as a discrete elastic support model. The rails of the track are assumed to be Timoshenko beams supported by discrete rail fasteners, and the slabs are modeled with solid finite elements. The system motion equations are solved by means of an explicit integration method in time domain. The present work analyzes in detail the effect of earthquake characteristics on the dynamical behaviors of a vehicle-track coupling system and the transient derailment criteria. The considered derailment criteria include the ratio of the wheel/rail lateral force to the vertical force, the wheel loading reduction, the wheel/rail contact point traces on the wheel tread, and the wheel rise with respect to the rail top, respectively. The present work also finds the safety operation area, the derailment area, and the warning area of high-speed trains under earthquake, and their boundaries. These areas consist of three key parameters influencing the dynamical behavior of high-speed train and track under earthquake. The three key influencing parameters are, respectively, the vehicle speed and the lateral and vertical peak ground acceleration (PGA) of an earthquake. The results obtained indicate that the lateral earthquake motion has a greater influence on the vehicle dynamic behavior and its running safety compared to the vertical earthquake motion. The risk of derailment increases quickly with the increasing of lateral earthquake motion amplitude. The lateral earthquake motion is dominant in the vehicle running safety influenced by an earthquake. While the vertical earthquake motion promotes jumping of the wheels easily, not easy is flange climb derailment. And the effect of the vehicle speed is not significant under earthquake.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleStudy on Derailment Mechanism and Safety Operation Area of High-Speed Trains Under Earthquake
    typeJournal Paper
    journal volume7
    journal issue4
    journal titleJournal of Computational and Nonlinear Dynamics
    identifier doi10.1115/1.4006727
    journal fristpage41001
    identifier eissn1555-1423
    keywordsVehicles
    keywordsEarthquakes
    keywordsRails
    keywordsMotion
    keywordsWheels
    keywordsSafety
    keywordsTrains AND Force
    treeJournal of Computational and Nonlinear Dynamics:;2012:;volume( 007 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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