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    Steering a Flexible Railway Truck on Curved Track

    Source: Journal of Manufacturing Science and Engineering:;1969:;volume( 091 ):;issue: 003::page 908
    Author:
    D. E. Newland
    DOI: 10.1115/1.3591734
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper gives a linear analysis for the steady motion of a flexible two-axle railway truck on curved track. Most existing truck designs are too rigid to be self-steering, but provided that the primary suspension is sufficiently flexible, it is shown that a truck can negotiate main line curves without slipping or flange contact. Results are obtained for the maximum rolling displacement of the wheelsets (the tracking error), Fig. 8, and the minimum radius of curvature for no slipping, Fig. 10, expressed as a function of the suspension stiffness. It is shown that lateral loads due to superelevation deficiency have only a small effect on the motion of the truck, which is mainly determined by creep forces arising from the geometric inability of the four wheels to roll freely on curved track.
    keyword(s): Railroads , Trucks , Motion , Stress , Flanges , Displacement , Errors , Stiffness , Wheels , Force , Creep AND Wheelsets ,
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      Steering a Flexible Railway Truck on Curved Track

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    https://yetl.yabesh.ir/yetl1/handle/yetl/136612
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    contributor authorD. E. Newland
    date accessioned2017-05-09T00:25:21Z
    date available2017-05-09T00:25:21Z
    date copyrightAugust, 1969
    date issued1969
    identifier issn1087-1357
    identifier otherJMSEFK-27542#908_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/136612
    description abstractThis paper gives a linear analysis for the steady motion of a flexible two-axle railway truck on curved track. Most existing truck designs are too rigid to be self-steering, but provided that the primary suspension is sufficiently flexible, it is shown that a truck can negotiate main line curves without slipping or flange contact. Results are obtained for the maximum rolling displacement of the wheelsets (the tracking error), Fig. 8, and the minimum radius of curvature for no slipping, Fig. 10, expressed as a function of the suspension stiffness. It is shown that lateral loads due to superelevation deficiency have only a small effect on the motion of the truck, which is mainly determined by creep forces arising from the geometric inability of the four wheels to roll freely on curved track.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleSteering a Flexible Railway Truck on Curved Track
    typeJournal Paper
    journal volume91
    journal issue3
    journal titleJournal of Manufacturing Science and Engineering
    identifier doi10.1115/1.3591734
    journal fristpage908
    journal lastpage918
    identifier eissn1528-8935
    keywordsRailroads
    keywordsTrucks
    keywordsMotion
    keywordsStress
    keywordsFlanges
    keywordsDisplacement
    keywordsErrors
    keywordsStiffness
    keywordsWheels
    keywordsForce
    keywordsCreep AND Wheelsets
    treeJournal of Manufacturing Science and Engineering:;1969:;volume( 091 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian