• 제목/요약/키워드: Track force

검색결과 372건 처리시간 0.032초

레일연마에 따른 레일 파상마모 저감 효과 분석을 위한 실험적 연구 (Experimental Study to analyze Effect of Rail Corrugation Reduction according to Rail Grinding)

  • 최정열;정천만;정지승
    • 문화기술의 융합
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    • 제7권4호
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    • pp.801-806
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    • 2021
  • 레일 파상마모는 레일표면 요철 관리기준의 부재로 인해 지속적으로 증가하는 추세에 있다. 레일파상마모는 승차감 저하와 궤도 유지관리 물량증대 등과 같은 다양한 문제점을 야기 시키고 있다. 본 논문에서는 레일 파상마모 발생구간을 대상으로 레일 연마 전, 후에 대한 레일요철 측정 및 궤도계측(동적 윤중, 변위, 가속도)을 수행하여 레일 파상마모가 궤도부담력에 미치는 영향을 분석하였다. 또한 레일 파상마모 저감을 위해 실시한 레일연마는 레일 파상마모로 인해 발생되는 추가적인 궤도부담력 저감에 매우 효과적이었음을 실험적으로 입증하였다.

A comprehensively overall track-bridge interaction study on multi-span simply supported beam bridges with longitudinal continuous ballastless slab track

  • Su, Miao;Yang, Yiyun;Pan, Rensheng
    • Structural Engineering and Mechanics
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    • 제78권2호
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    • pp.163-174
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    • 2021
  • Track-bridge interaction has become an essential part in the design of bridges and rails in terms of modern railways. As a unique ballastless slab track, the longitudinal continuous slab track (LCST) or referred to as the China railway track system Type-II (CRTS II) slab track, demonstrates a complex force mechanism. Therefore, a comprehensive track-bridge interaction study between multi-span simply supported beam bridges and the LCST is presented in this work. In specific, we have developed an integrated finite element model to investigate the overall interaction effects of the LCST-bridge system subjected to the actions of temperature changes, traffic loads, and braking forces. In that place, the deformation patterns of the track and bridge, and the distributions of longitudinal forces and the interfacial shear stress are studied. Our results show that the additional rail stress has been reduced under various loads and the rail's deformation has become much smoother after the transition of the two continuous structural layers of the LCST. However, the influence of the temperature difference of bridges is significant and cannot be ignored as this action can bend the bridge like the traffic load. The uniform temperature change causes the tensile stress of the concrete track structure and further induce cracks in them. Additionally, the influences of the friction coefficient of the sliding layer and the interfacial bond characteristics on the LCST's performance are discussed. The systematic study presented in this work may have some potential impacts on the understanding of the overall mechanical behavior of the LCST-bridge system.

도시철도 콘크리트궤도(STEDEF)의 레일파상마모 발생원인 분석을 위한 실험적 연구 (An Experimental Study on Causes Evaluation of Rail Corrugation for Concrete track(STEDEF) in Urban Transit)

  • 최정열;공형식;김준형;김학선;정지승
    • 문화기술의 융합
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    • 제4권4호
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    • pp.413-418
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    • 2018
  • 본 연구에서는 도시철도 콘크리트 궤도(STEDEF)구조에 발생된 레일파상마모의 발생원인과 이에 따른 궤도부 담력의 수준을 분석하고자 실 운행열차를 대상으로 현장측정을 수행하여 동적 윤중, 레일저부휨응력 및 침목변위를 측정하였다. 동적 윤중 측정데이터를 이용한 주파수 분석을 통해 측정구간에 발생된 파상마모의 발생원인을 실험적으로 입증하였으며, 파상마모가 동적 윤중, 레일휨응력 및 침목변위 증가에 미치는 영향을 분석하였다. 연구결과, 레일 표면에 발생된 주기적인 요철형상의 파상마모는 동적 윤중을 증폭시키고 이에 따라 레일 휨응력 및 침목변위를 최대 1.7배 이사 크게 증가시킬 수 있는 것으로 분석되었다.

열차 주행평가를 위한 윤중, 횡압 측정 방법의 검토 (Review of Wheel and Lateral Force at Rail for Train running performance)

  • 최찬용;엄기영;배재훈;김상수;유충현
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2009년도 춘계학술대회 논문집
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    • pp.113-118
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    • 2009
  • It is of utmost important that track loads at rail induced by running train was usually obtained for track performance evaluation. A reaction force of track was measured wheel loads and lateral force by strain gauges on the rail, and then it was obtained to derailment coefficient and variational ratio of wheel load from its relationship. In this study, a existing monitoring system methods with many manpower working were reviewed about measurements, process of testing, and how to obtain accurately measured data.

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Evaluation of Field Calibration Test on Rail for Train Wheel Force Measurement

  • Sim, Hyoung-Bo;Yeo, Inho
    • International Journal of Railway
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    • 제8권1호
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    • pp.1-4
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    • 2015
  • An accurate measurement of the train-track interaction forces is important for track performance evaluation. In the field calibration test as a wheel load measurement process, the calibration system creates a different boundary condition in comparison with that in the train wheel passage. This study aims to evaluate a reliability of the field calibration test in the process of wheel load measurement. Finite element models were developed to compare the deformed shapes, bending moment and shear force profiles on the rail section. The analysis results revealed that the deformed shapes and their associated bending moment profiles on the rail are significantly different in two numerical simulations of the calibration test and the train wheel load passage. However, the shear stress profile on the rail section of the strain gauge installation in the field was almost identical, which may imply that the current calibration test is sufficiently reliable.

공기부상방식 웨이퍼 이송시스템의 추진 노즐 크기에 따른 추진력계수에 관한 연구 (Propulsion Force Coefficient of Injection Nozzle Size on Air Levitation Type Wafer Transfer System)

  • 문민호;조상준;황영규
    • 반도체디스플레이기술학회지
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    • 제4권1호
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    • pp.35-41
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    • 2005
  • An air levitation type wafer transfer system is composed of control and transfer track. Wafer transfer speed is mainly affected by air velocity of propulsion nozzle. In this study, the propulsion force coefficient was evaluated experimentally for the nozzle with 0.5mm, 0.8mm, and 1.0mm diameter. As a result, the propulsion force was largest in the smallest size of nozzle at same air velocity. The propulsion force coefficient of nozzle increases with reducing diameter of nozzle. This increment of propulsion force coefficient was enlarged remarkably at the 0.5mm diameter of nozzle.

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비행기지 PAR을 이용한 DGPS 공항 접근 및 착륙 정확도 분석 (Analysis of DGPS Approach and Landing Accuracy using Air Base Precision Approach Radar)

  • 구정;표상호;강경성;김기형
    • 한국군사과학기술학회지
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    • 제14권5호
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    • pp.788-797
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    • 2011
  • This paper analyzes the accuracy on the approach and landing of aircraft to an airport through comparison with airbase Precision Approach Radar and aircraft track data of DGPS equipped in aircraft. The proposed analysis result could be a basis for verifying the possibility that DGPS can be utilized in Airbase precision approach and landing. Position identification capability of widely used commercial DGPS is fairly accurate on latitude and longitude, while there is a slight error for being used in an airbase accurate approach and landing of Category I precision when it comes to altitude. Thus, we tested accuracy by analyzing actual flight track data of high performance aircraft to verify the accuracy of the airbase approach and landing using DGPS. Through the research, we developed instrumentation to compare PAR track data with DGPS track data, which can be used in reducing the number of PAR verification Flight utilizing it as a system measuring PAR accuracy at PAR installation phase.

교량상 slab궤도의 상향력 민감도분석 (Parameteric Analysis for Up-lifting force on Slab track of Bridge)

  • 최성기;박대근;한상윤;강영종
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.1188-1195
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    • 2007
  • The vertical forces in rail fasteners at areas of bridge transitions near the embankment and on the pier will occur due to different deformations of adjoining bridges caused by the trainloads, the settlement of supports, and the temperature gradients. The up-lifting forces is not large problem in the blast track because the elasticity of blast and rail pad buffs up-lifting effect. But, it is likely to be difficult to ensure the serviceability of the railway and the safety of the fastener in the end in that concrete slab track consist of rail, fastener, and track in a single body, delivering directly the up-lifting force to the fastener if the deck is bended because of various load cases, such as the end rotation of the overhang due to the vertical load, the bending of pier due to acceleration/braking force and temperature deviation, the settlement of embankment and pier, the temperature deviation of up-down deck and front-back pier, and the rail deformation due to wheel loads. The analysis of the rail fastener is made to verify the superposed tension forces in the rail fastener due to various load cases, temperature gradients and settlement of supports. The potential critical fasteners with the highest uplift forces are the fastener adjacent to the civil joint. The main influence factors are the geometry of the bridge such as, the beneath length of overhang, relative position of bridge bearing and fastener, deflection of bridge and the vertical spring stiffness of the fastener.

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궤도 관리를 위한 레일온도검지장치 설치 사례 (Case of Application of Rail Temperature Detector for Track Management)

  • 정성현;신길철;김길수
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.1362-1369
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    • 2007
  • Seoul Metro continuously converted the standard rail into continuous welded rail since the later part of 1990's, and currently, most of the sectors of the Seoul Metro are continuous welded rails. As the continuous welded rail is inhibited by the contraction and expansion force of the rail as well as rail-bed, this force is stored as the internal stress of the rail with the exception of portion of the both ends of the continuous welded rail. If the contraction and expansion of the rail is restricted, the internal stress, that is, the force in the direction of the axis, is proportional to the cross-sectional area of the rail. Therefore, with regards to the temperature changes, the internal stress changes in accordance with the type of rail, bolting apparatus, railroad tie and rail-bed. As such, the rail temperature becomes important data in securing the gap at the adjoining section of the rail in the standard rail section, and to determine the setting temperature for the continuous welded rail. In addition, it becomes basic data for maintenance of the track. Accordingly, this thesis introduces cases of installation of rail temperature detector in order to prevent and manage track defectiveness due to increase in rail temperature, and to utilize as basic data at the time of various construction and maintenance. Furthermore, this thesis aims to assist maintenance of track through systematic temperature management in the future by looking into means of its utilization.

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3-축 대차 곡형평판차량의 주행안전성 평가 (Evaluation of Running Safety for Depressed Center Flat Car of 3-axle Bogie)

  • 함영삼;서정원;권석진;이동형
    • 한국정밀공학회지
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    • 제28권5호
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    • pp.559-564
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    • 2011
  • For the safety of railway, it should be evaluated for the running safety by measuring the derailment coefficient. Although railway has run the fixed and maintained rail, some of railway is derailed. This report shows the results that performed the static load test, main line running test on the basis of the derailment theory and experience. It is executed main line test into more than 90km/h for estimating the curving performance and running safety of depressed center flat car of 3-axle bogie. As the test results, could confirm the curving performance and running safety of depressed center fiat car of 3-axle bogie from the results of the wheel unloading, lateral force, derailment coefficient etc. Derailment coefficient was less than 0.6, and lateral force allowance limit and wheel load reduction ratio were enough safe.