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    Investigation of Longitudinal Forces in a Concrete Railroad Trestle

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 005
    Author:
    Douglas A. Foutch
    ,
    Tae-Wan Kim
    ,
    Duane E. Otter
    ,
    Brian E. Doe
    DOI: 10.1061/(ASCE)1084-0702(2006)11:5(618)
    Publisher: American Society of Civil Engineers
    Abstract: Transportation Technology Center, Inc., the University of Illinois, and the Burlington Northern Santa Fe (BNSF) Railway Company conducted tests on a long concrete trestle to quantify the longitudinal forces generated by a coal train with AC locomotives. Results support the American Railway Engineering and Maintenance of Way Association (AREMA) formula for forces due to traction. Testing determined the distribution of shear forces in bents and the equilibrium of the structure in conjunction with an analytical model of the bridge structure. Design longitudinal forces and stresses in piles were also evaluated. The primary observation was that a large amount of longitudinal force is transmitted to the trestle, but it is distributed to a large number of bents through many spans. Forces in individual bents are quite small as compared to the total applied force.
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      Investigation of Longitudinal Forces in a Concrete Railroad Trestle

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50960
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    contributor authorDouglas A. Foutch
    contributor authorTae-Wan Kim
    contributor authorDuane E. Otter
    contributor authorBrian E. Doe
    date accessioned2017-05-08T21:25:31Z
    date available2017-05-08T21:25:31Z
    date copyrightSeptember 2006
    date issued2006
    identifier other%28asce%291084-0702%282006%2911%3A5%28618%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50960
    description abstractTransportation Technology Center, Inc., the University of Illinois, and the Burlington Northern Santa Fe (BNSF) Railway Company conducted tests on a long concrete trestle to quantify the longitudinal forces generated by a coal train with AC locomotives. Results support the American Railway Engineering and Maintenance of Way Association (AREMA) formula for forces due to traction. Testing determined the distribution of shear forces in bents and the equilibrium of the structure in conjunction with an analytical model of the bridge structure. Design longitudinal forces and stresses in piles were also evaluated. The primary observation was that a large amount of longitudinal force is transmitted to the trestle, but it is distributed to a large number of bents through many spans. Forces in individual bents are quite small as compared to the total applied force.
    publisherAmerican Society of Civil Engineers
    titleInvestigation of Longitudinal Forces in a Concrete Railroad Trestle
    typeJournal Paper
    journal volume11
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2006)11:5(618)
    treeJournal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 005
    contenttypeFulltext
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