مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Information Journal Paper

Title

INVESTIGATION OF WAGON DERAILMENT MOVING ON CABLE-STAYED BRIDGE DUE TO RAIL IRREGULARITIES

Pages

  216-227

Abstract

 Rail profile irregularities are one of the main vibration sources to vehicle and track. In this paper DERAILMENT of a WAGON moving on cable-stayed bridge due to rail irregularities is investigated. The four-axle WAGON model is a three-dimensional, non-linear model of a train freight car with 38 DOF. Two parallel rails of the track are modeled as EULER-BERNOULLI BEAMs on elastic points as rail pads. The bridge deck is modeled as a plate supported by some cables. Using this model; the effects of WAGON specifications, lateral position of the rails and rail irregularities on WAGON DERAILMENT have been studied.

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    • Cite

    APA: Copy

    JALILI, M.M., ORAFA, A.H., & AHMADIAN, M.T.. (2012). INVESTIGATION OF WAGON DERAILMENT MOVING ON CABLE-STAYED BRIDGE DUE TO RAIL IRREGULARITIES. AUTOMOTIVE SCIENCE AND ENGINEERING (INTERNATIONAL JOURNAL OF AUTOMOTIVE ENGINEERING), 2(4), 216-227. SID. https://sid.ir/paper/321744/en

    Vancouver: Copy

    JALILI M.M., ORAFA A.H., AHMADIAN M.T.. INVESTIGATION OF WAGON DERAILMENT MOVING ON CABLE-STAYED BRIDGE DUE TO RAIL IRREGULARITIES. AUTOMOTIVE SCIENCE AND ENGINEERING (INTERNATIONAL JOURNAL OF AUTOMOTIVE ENGINEERING)[Internet]. 2012;2(4):216-227. Available from: https://sid.ir/paper/321744/en

    IEEE: Copy

    M.M. JALILI, A.H. ORAFA, and M.T. AHMADIAN, “INVESTIGATION OF WAGON DERAILMENT MOVING ON CABLE-STAYED BRIDGE DUE TO RAIL IRREGULARITIES,” AUTOMOTIVE SCIENCE AND ENGINEERING (INTERNATIONAL JOURNAL OF AUTOMOTIVE ENGINEERING), vol. 2, no. 4, pp. 216–227, 2012, [Online]. Available: https://sid.ir/paper/321744/en

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