• Title/Summary/Keyword: rail temperature

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Evaluation of Installation Length of CWR Considering Rail Tenser's Capacity And Track Maintenance (레일긴장기의 성능을 고려한 효율적인 장대레일 설정방법)

  • Park, Ok-Jeong;Kim, Eung-Rok
    • Proceedings of the KSR Conference
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    • 2010.06a
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    • pp.72-79
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    • 2010
  • The significant of continuous welded rail (CWR) management is growing because KORAIL has the plan to convert the whole of conventional railway lines into CWRs through continuous activities since constructed the CWR track with 1.8km in Gyeongbu line in 1966. The CWR recently is needed a efficient management method because it is difficult to manage the CWR by the poor of technic and equipment, limited maintain labor force and shorted the maintain work time of CWR caused by industrialization, greenhouse effect and global warming In this point, The 70ton Tenser's which is using in the rail site has been analysised with no extra tenser's capacity in case of the under low temperature and exceed the length of 1km as a result of reviewing the CWR-related rules and standards, a series of records of safety accidents, operation obstacles, and the situation of broken rails published by KORAIL, existing rail temperature measurements, and CWR researches. Therefore avoid the excessive plan of the first set-up section, choice the proper time in the normal temperature that is possible to weld the rail, turning the difference of rail temperature and Installation temperature down is desirable.

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The Parametric Study Effecting on the Fatigue Life of Rail on High Speed Railway (고속철도 레일의 피로수명에 영향을 미치는 매개변수 연구)

  • Park, Yong-Gul;Kang, Yoon-Suk;Go, Dong-Chun;Sung, Deok-Yong
    • Journal of the Korean Society for Railway
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    • v.12 no.3
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    • pp.396-404
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    • 2009
  • With developing the next generation high speed railway, there need to be plans to make sure of running safety though researchs on the crack and break of rail by rolling contact fatigue. Therefore, this study performed the parametric analysis effecting on the fatigue life of rail using simplified equations. It analyzed the internal stress of rail according to the track quality, train velocity, wheel radius, track stiffness, sleeper space, wheel load. For the more, via the finite element method, it analyzed shear force on the rail head which could be changed by the early length of crack, angle of crack and temperature. As a result, this study continued the main parameter effecting on the fatigue life of rail.

A Study on the Train Speed Restriction to Prevent Track Buckling in the Hot Summer (혹서기 좌굴사고 방지를 위한 합리적인 열차속도 규제에 관한 연구)

  • Bae, Hyun-Ung;Choi, Jin-Yu;Kim, Myoung-Su;Lee, Chin-Ok;Lim, Nam-Hyoung
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.2891-2894
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    • 2011
  • Recently, the rise of the rail temperature is accelerating further due to the global warming, and the track stability(buckling) problem result from the axial force in the continuous welded rail(CWR) have become the most important issue. This track stability threatens the security of running trains in the hot summer. In order to prevent the track buckling in the hot summer and ensure the safety of the running train, as a part of the safety control plan for KORAIL high-speed railway, the train speed restriction according to the rail temperature was introduced in 2004. However, the conceptual and theoretical background of train-speed restriction is uncertain. In this paper, the theoretical study about the reasonable train-speed restriction is performed. For this purpose, the risk-based probabilistic stability evaluation of the track buckling is applied.

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A Study on Probabilistic Approach Method for Stability of the Ballasted Track (자갈궤도의 안정성 확보를 위한 확률론적 접근 방안에 대한 연구)

  • Lee, Woo-Chul;Choi, Jin-Yu;Lim, Nam-Hyoung;Lee, Chin-Ok
    • 한국방재학회:학술대회논문집
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    • 2008.02a
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    • pp.299-302
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    • 2008
  • The behavior of continuous welded rail tracks is directly affected by the following various parameters: rail size; track curvature; neutral temperature; misalignment; and ballast resistance. Most of these parameters are having the nature of random variables. Therefore, uncertainties exist in the buckling safety assessments. The evaluation of the buckling safety and the maintenance strategy based on the deterministic analysis are very inefficient since the value of deterministic parameters are selected in worst track condition. In this study, the probabilistic approach method were investigated considering the probabilistic distribution of major parameters such as the neutral temperature of rail and the ballast resistance.

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Development of Manufacturing Technology for Aluminum Automotive part with Warm Hydroforming (온간하이드로포밍을 이용한 알루미늄 자동차부품 제조기술 개발)

  • Sohn, S.M.;Lee, M.Y.;Kim, B.J.;Moon, Y.H.;Lee, Y.S.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2006.06a
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    • pp.93-98
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    • 2006
  • Warm forming technology was classified into hot gas forming of using compressible fluid as a nitrogen gas and warm hydroforming of using the incompressible fluid as a thermal oil by using medium fluid. In this study, the aluminum side-rail part was developed with warm hydroforming technology. For the warm hydroforming system, top and bottom die was designed to insert heating cartridge in die cavity and special indirect fluid heating system was designed to heat the thermal oil. As increase the temperature, hydroformability was increased linearly. Aluminum side-rail center part was formed 90% at the internal pressure of 100bar and perfectly formed at 300bar within a moderate temperature. The tube material used for warm hydroforming was a aluminum 6000 series alloy with the diameter of 120mm, thickness of 5mm, length of 1,300mm. Warm hydroformed side-rail center part had 20% of maximum expansion ratio and below 20% of maximum thinning ratio at corner radius. This results were provided to show warm hydroforming possibility for aluminum automotive components.

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Real-time condition assessment of railway tunnel deformation using an FBG-based monitoring system

  • Zhou, Lu;Zhang, Chao;Ni, Yi-Qing;Wang, Chung-Yue
    • Smart Structures and Systems
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    • v.21 no.5
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    • pp.537-548
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    • 2018
  • A tunnel deformation monitoring system is developed with the use of fiber Bragg grating (FBG) sensing technique, aiming at providing continuous monitoring of railway tunnel deformation in the long term, and early warning for the rail service maintainers and authorities to avoid catastrophic consequences when significant deformation occurs. Specifically, a set of FBG bending gauges with the ability of angle measurement and temperature compensation is designed and manufactured for the purpose of online monitoring of tunnel deformation. An overall profile of lateral tunnel displacement along the longitudinal direction can be obtained by implementing an array of the FBG bending gauges interconnected by rigid rods, in conjunction with a proper algorithm. The devised system is verified in laboratory experiments with a test setup enabling to imitate various patterns of tunnel deformation before the implementation of this system in an in-service high-speed railway (HSR) tunnel.

The Development of Third-Rail System Applied to Turn-out Section for Urban Maglev (도시형 자기부상열차 분기기 구간의 제3궤조 전차선 시스템 개발)

  • Min, Byong-Chan;Heo, Young-Tae;Hong, Du-Young;Lee, Won-Joo;Jo, Su-Yeon;Jeong, Nam-Cheol
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.3046-3051
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    • 2011
  • The third-rail system is an important device supplying power directly to the Maglev train through physical contact with the collecting shoe. It is directly related to safety and reliability for the running of Maglev. However, most the third-rail system used in Korea depend on foreign product or technologies, Korea Urban Maglev in the development of appropriate power feeding is urgent. In particular, the turnout section is the weakness point in the system because bending force by turnout section movement and fatigue caused by repetitive motion as well as the expansion by temperature, the forces by Maglev collecting shoe is added th the third-rail. Therefore, this paper proposes the third-rail system appropriate for Korean Urban Maglev of turnout section. To verify the structural stability of POSCO ICT third-rail system, the finite element analysis and physical testing was performed. The third-rail is fixed on each side of the turn-out section steel structure by epoxy insulation supporter and the integral behaviors are occurred. Therefore, the maximum horizontal displacements of each support are investigated and then, it is applied to finite element model of the third-rail to investigate the moments and stress. Also, the bending test about one million times and Expansion Joint for the third-rail was performed. The third-rail system safety and reliability was identified by test line on Korea Institute of Machinery & Materials in Deajeon for under the actual usage environment such as the Maglev and turn-out operation.

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A Study on the Temperature Measurement at the Disk Brake of a High-Speed Rail Transit by the Non-Contact Method (비접촉 방법에 의한 고속철도 디스크 브레이크에서의 온도측정에 관한 연구)

  • 이광재;전필수;유재석;이종화;최강윤;김석원
    • Proceedings of the KSR Conference
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    • 2002.10b
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    • pp.820-825
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    • 2002
  • As the speed of rail transit is higher, it is very important to secure the safety and confidence of the braking device and in the point of view, by means of the rise of the temperature from the friction between the disk and pad which are the actual part of a braking system, the damage of brake disk is the main cause to lose the safety of braking device. Therefore, in this study, to predict the danger of a disk brake and to know its max. temperature in the train service the module of a temperature measurement by the non-contact method was developed.

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Review on the Allowable Sleeper Spacing at a Bridge Expansion Joint (교량 신축부 허용 침목간격 검토)

  • Lee, Ui-Jae;Bae, Sang-Hwan;Lee, Ho-Ryong;Choi, Jin-Yu
    • Proceedings of the KSR Conference
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    • 2011.05a
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    • pp.1248-1253
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    • 2011
  • It is increasing construction of long span railway bridge with concrete track system for speed up of railway and efficient maintenance of track. As the sleeper of the concrete track system layed on a bridge is fixed on deck of the bridge, the displacement of the sleeper and deck is same. Therefore, the spacing between two sleeper installed at the end of the adjacent deck near the expansion joint of bridge becomes vary according to the longitudinal expansion of a deck by temperature change. By the way, if the spacing of sleepers become increase excessively, it causes large bending stress of in a rail, and it can leads failure or reduction of fatigue life of the rail. Further more, the excessive displacement of the rail may induce decrease ride comfort as well as corrugation of rail surface. Therefore, it is required to determine the allowable maximum sleeper spacing to prevent such problems. For the purpose, investigation on the influence factor on sleeper spacing for straight track was carried out. Variation of bending moment in a rail, wheel force, and the ratio of primary and secondary deflection of the rail according to sleeper spacing was investigated, and, as a result, the maximum allowable sleeper spacing at the bridge expansion joint was suggested.

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Study on the Design Optimization to Improve Injection Molding Performance of Plastic Regulator Rail (플라스틱 레귤레이터 레일 성형 최적화연구)

  • Lee, Haeng-Soo;Byun, Hong-Seok
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.13 no.12
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    • pp.5709-5715
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    • 2012
  • Injection molding product is commonly used for reducing the weight of automotive vehicle, and door regulator guide rail with plastic material is also made by injection molding process. In order to improve the injection molding performance of plastic regulator guide rail, optimal molding condition is suggested by numerical simulation and DOE after obtaining the sensitivity of parameters for regulator rail manufacturing on warpage and fill time. Furthermore, multi direct gate method and optimal cooling circuit are introduced to get the uniform temperature distribution and better cooling efficiency in molding product. The effect of the proposed design on the injection molding performance is verified by the test of prototype of plastic regulator guide rail.