| ชื่อเรื่อง | : | Impact forces at dipped rail joints |
| นักวิจัย | : | Mandal, Nirmal Kumar. , Dhanasekar, Manicka. , Sun, Yan Quan. |
| คำค้น | : | LIBRARY OF CONGRESS NEEDED , Applied research. , 880104 Rail Safety. , 880102 Rail Infrastructure and Networks. , 090507 Transport Engineering. , Railway track -- Railway track design -- Rail wheel interaction -- Signalling -- Static wheel load -- Structure parameters -- Wheel/Rail interaction , Journal Article. Refereed, Scholarly Journal |
| หน่วยงาน | : | Central Queensland University, Australia |
| ผู้ร่วมงาน | : | - |
| ปีพิมพ์ | : | 2557 |
| อ้างอิง | : | http://hdl.cqu.edu.au/10018/1020495 |
| ที่มา | : | Mandal, NK, Dhanasekar, M & Sun, YQ 2014, 'Impact forces at dipped rail joints', Proceedings of the Institution of Mechanical Engineers, published online on June 11, 2014, pp. 1-33, http://dx.doi.org/10.1177/0954409714537816 |
| ความเชี่ยวชาญ | : | - |
| ความสัมพันธ์ | : | Proceedings of the Institution of Mechanical Engineers. Part F : Journal of rail and rapid transit. United Kingdom : Sage, 2014. published online on (11 June 2014), p. 1-33 33 pages Refereed 0954-4097 2041-3017 (online) , ACQUIRE [electronic resource] : Central Queensland University Institutional Repository. |
| ขอบเขตของเนื้อหา | : | - |
| บทคัดย่อ/คำอธิบาย | : | Impact forces develop at the wheel/rail interface due to the presence ofdefects in the running surface of the wheel and/or the railhead. This paperreports on wheel impacts caused due to permanently dipped rail jointscharacterised by high frequency impact forces of high amplifications ofstatic load that occur for a very short duration (P1 forces), followed byrelatively low frequency, lower amplitude forces (P2 forces) that occur for alonger duration. These impact forces are affected by the design ofcomponents adjacent to the wheel and the rail, namely the bogie primarysuspension and rail seat pads; the influences of stiffness and dampingcharacteristics of these components are investigated. A modified 3Dwagon-track system dynamics simulation model that accounts for defectsin track is used to obtain the impact force time series which is converted toimpact force factors and compared with a set of field measured datareported in the literature. A simplified equation for the determination ofimpact force factors due to dipped rail joints is also proposed andvalidated. |
| บรรณานุกรม | : |
Mandal, Nirmal Kumar. , Dhanasekar, Manicka. , Sun, Yan Quan. . (2557). Impact forces at dipped rail joints.
กรุงเทพมหานคร : Central Queensland University, Australia. Mandal, Nirmal Kumar. , Dhanasekar, Manicka. , Sun, Yan Quan. . 2557. "Impact forces at dipped rail joints".
กรุงเทพมหานคร : Central Queensland University, Australia. Mandal, Nirmal Kumar. , Dhanasekar, Manicka. , Sun, Yan Quan. . "Impact forces at dipped rail joints."
กรุงเทพมหานคร : Central Queensland University, Australia, 2557. Print. Mandal, Nirmal Kumar. , Dhanasekar, Manicka. , Sun, Yan Quan. . Impact forces at dipped rail joints. กรุงเทพมหานคร : Central Queensland University, Australia; 2557.
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