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    Rail Geometry and Euler Angles

    Source: Journal of Computational and Nonlinear Dynamics:;2006:;volume( 001 ):;issue: 003::page 264
    Author:
    Cheta Rathod
    ,
    Ahmed A. Shabana
    DOI: 10.1115/1.2198878
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In railroad vehicle dynamics, Euler angles are often used to describe the track geometry (track centerline and rail space curves). The tangent and curvature vectors as well as local geometric properties such as the curvature and torsion can be expressed in terms of Euler angles. Some of the local geometric properties and Euler angles can be related to measured parameters that are often used to define the track geometry. The Euler angles employed, however, define a coordinate system that may differ from the Frenet frame used in the classical differential geometry. The relationship between the track frame used in railroad vehicle dynamics and the Frenet frame used in the theory of curves is developed in this paper and is used to shed light on some of the formulas and identities used in the geometric description in railroad vehicle dynamics. The conditions under which the two frames (track and Frenet) become equivalent are presented and used to obtain expressions for the curvature and torsion in terms of Euler angles and their derivatives with respect to the arc length.
    keyword(s): Structural frames , Torsion , Geometry , Rails , Railroads , Equations AND Vehicle dynamics ,
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      Rail Geometry and Euler Angles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/133273
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    contributor authorCheta Rathod
    contributor authorAhmed A. Shabana
    date accessioned2017-05-09T00:19:06Z
    date available2017-05-09T00:19:06Z
    date copyrightJuly, 2006
    date issued2006
    identifier issn1555-1415
    identifier otherJCNDDM-25542#264_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/133273
    description abstractIn railroad vehicle dynamics, Euler angles are often used to describe the track geometry (track centerline and rail space curves). The tangent and curvature vectors as well as local geometric properties such as the curvature and torsion can be expressed in terms of Euler angles. Some of the local geometric properties and Euler angles can be related to measured parameters that are often used to define the track geometry. The Euler angles employed, however, define a coordinate system that may differ from the Frenet frame used in the classical differential geometry. The relationship between the track frame used in railroad vehicle dynamics and the Frenet frame used in the theory of curves is developed in this paper and is used to shed light on some of the formulas and identities used in the geometric description in railroad vehicle dynamics. The conditions under which the two frames (track and Frenet) become equivalent are presented and used to obtain expressions for the curvature and torsion in terms of Euler angles and their derivatives with respect to the arc length.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleRail Geometry and Euler Angles
    typeJournal Paper
    journal volume1
    journal issue3
    journal titleJournal of Computational and Nonlinear Dynamics
    identifier doi10.1115/1.2198878
    journal fristpage264
    journal lastpage268
    identifier eissn1555-1423
    keywordsStructural frames
    keywordsTorsion
    keywordsGeometry
    keywordsRails
    keywordsRailroads
    keywordsEquations AND Vehicle dynamics
    treeJournal of Computational and Nonlinear Dynamics:;2006:;volume( 001 ):;issue: 003
    contenttypeFulltext
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