• Title/Summary/Keyword: Rail Safety

Search Result 706, Processing Time 0.028 seconds

Analysis of Running Safety According to Changes of Guard Rail Length on F10/F12 Turnout (F10/F12 분기기에서의 가드레일 길이 변화에 따른 주행안전성 해석)

  • Eom, Beom Gyu;Kim, Sung Jong;Lee, Seung Il;Lee, Hi Sung
    • Transactions of the Korean Society of Mechanical Engineers A
    • /
    • v.37 no.6
    • /
    • pp.723-730
    • /
    • 2013
  • The speed-limit regulation on a turnout is the main factor inhibiting the speed-up of conventional lines. The specified speed for a train moving through a turnout system is lower than that for a train traveling over the general track. This is done to ensure the running safety of a railway vehicle moving through a turnout. In this study, the shape change example of the guard rail component of a turnout in the Daegu Metropolitan Transit Corporation (DTRO) system was studied. A theoretical examination of the geometrical interaction formula according to wheel/rail shape at the turnout was conducted. Running safety analysis by changing the length of the guard rail on the F10/F12 turnout using the developed analysis techniques (by VI-Rail) was achieved, and the effect on railway safety was examined accordingly.

Analysis of Rail Stress on Diversity of Railway Bridge Sustem (고속철도 교량의 구조 시스템 변화를 고려한 교량상 장대레일의 응력 해석)

  • Kang, Jae-Yoon;Kim, Byung-Suk;Kwark, Jong-Won;Chin, Won-Jong
    • Proceedings of the KSR Conference
    • /
    • 2011.10a
    • /
    • pp.3160-3165
    • /
    • 2011
  • The track and bridge interaction should be considered for the safety check of railway bridge design as the longitudinal forces transmitted to rail and bridge are changed by longitudinal stiffness of bridge system. The longitudinal stiffness of bridge structures is determined by the magnitude of the ballast resistance, the expansion length of superstructure, and longitudinal stiffness of substructure including pier and foundations. In this study, the main factors affect on the longitudinal rail forces are discussed and the computational parametric analysis of rail forces considering rail-bridge interactions. And the required range of stiffness of sub-structures and span length for the assurance of safety of CWR(continuous welded rail) track is suggested.

  • PDF

A Hazard Identification and Analysis for the Train Control System of Light Rail Transit (경량전철 열차제어시스템의 위험요인 분석)

  • 정의진;김양모
    • The Transactions of the Korean Institute of Electrical Engineers B
    • /
    • v.53 no.2
    • /
    • pp.99-106
    • /
    • 2004
  • Train control system in LRT (Light Rail Transit) is developed as a part of "Light Rail Transit System Development Project". But there was no specific requirement representing the system safety. Because system safety must be ensured before the customization, we applied the system to a officially recognized specific procedure, such as "A Guideline to Ensure the Safety of Train Control System in Korea" that was officially announced by KNR (Korea National Railroad) in 2001. We should draw system safely requirement to guarantee system safety for the first time. In this paper, the hazard identification and analysis to derive the safety requirement on LRT train control system are carried out following the KNR guideline. To analyze hazard, we have to deduce system functions, identify related hazards, derive the effects of the hazards, analyze current risk, define the target risk of the system, and deduce the alternative plans to reduce the effects of the hazards. After the hazard analysis following the upper procedure, 30 hazards are identified and analysed. Especially detailed analysis on train collision that is a main hazard of the train control of system is specially carried out.

GNSS Center of Excellence for Safety Critical Applications, Simulation, Test & Certifications - GAUSS

  • Evers, H.
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
    • /
    • v.2
    • /
    • pp.153-155
    • /
    • 2006
  • A major advantage of the area in and around Braunschweig is its concentration of major research institutes and small to large enterprises dealing with different modes of transportation. For many years, aviation has been a particular focus. The research institutes have aircraft and helicopters equipped especially for research projects, as well as other laboratory equipment, allowing simulation and testing of air traffic application both virtually and on real aircraft. In addition, with the Luftfahrtbundesamt (equivalent organization to FAA) and the Bundesstelle $f{\"{u}}r$ Flugunfalluntersuchung (equivalent to NTSB) both located at the Research Airport, it enables direct contact with two key air-traffic safety authorities. The institutes of DLR and the Technical University of Braunschweig are very active in rail transportation applications. Cooperation with the market leader in rail automation - Siemens Rail Automation, also located in Braunschweig - and with other companies in the Braunschweig region means that safety-critical road applications and mobility research is available due to the activities of a number of institutes. Cooperation with Volkswagen (VW) and other companies in the region ensure access to the market leaders' know-how in this sector. Current European activities within framework of the Galileo project offer particularly good opportunities for the Research Airport to leverage its expertise and position itself internationally as a specialist in safety-critical transport applications - the centre is an initiative of Niedersachsen and the Ministry of Economic Affairs, Labour and Transport Location and navigation plays a central role in all modes of transport - air, road and rail. The market is being revolutionized by the increasing integration of GNSS. The realization of the Galileo system will provide additional opportunities for the Research Airport: Galileo as a civil operated system offers service guarantees especially in the area of safety-critical applications in transportation. Notably standards, processes and authorizations related to the certification of safety-critical applications in the areas of air, road and rail transportation are still to be determined. GAUSS, located at the Research Airport Braunschweig, as an European centre of excellence for simulation, testing and certification of safety-critical applications can offer its expertise to validate the services guaranteed by the Galileo concessionaire.

  • PDF

Stress Distribution of Tilting Vehicles Wheel-set by Interaction Force Between Wheel and Rail (차륜과 레일간의 상호 작용력에 의한 틸팅차량 윤축의 응력분포)

  • Ham Y.S.;Oh T.Y.
    • Proceedings of the Korean Society of Precision Engineering Conference
    • /
    • 2006.05a
    • /
    • pp.363-364
    • /
    • 2006
  • The important factor to evaluate the running safety of a railway vehicle would be the interaction force between wheel and rail(derailment coefficient), for which is one of important factors to check the running safety of a railway vehicle that may cause a tragic accident. In this paper, when interaction force between wheel and rail happens to wheel-set of tilting vehicles, it analyzes stress distribution and verified safety.

  • PDF

Analysis on Voltage Rise of Rail in High speed Railway System (고속철도 시스템의 레일 전위 상승 해석)

  • 이종우
    • The Transactions of the Korean Institute of Electrical Engineers A
    • /
    • v.52 no.8
    • /
    • pp.481-485
    • /
    • 2003
  • In electric railway system, potential of rail has been risen, for return-current flows through rail. The magnitude of rising voltage is different to railway feed system, ground admittance of rail and the load current. If rising voltage of rail is large, electric shock can be occurred to passengers and maintenance- worker, In this paper, we estimate the rising voltage of rail in high speed railway system and check the safety to human beings.

A Study on the Method Improvement of the Integrated Railway Safety Audit System through the Analysis of Results (철도종합안전심사 결과 분석을 통한 효율적 심사방안 연구)

  • Song, Bo-Young;Song, Byeong-Ho;Oh, In-Tack
    • Proceedings of the KSR Conference
    • /
    • 2011.10a
    • /
    • pp.2503-2516
    • /
    • 2011
  • According to Railway Safety Act, Korea Transportation Safety Authority (KOTSA) has been entrusted with 'Integrated Railroad Safety Audit (IRSA) and has implemented the safety audit to the railroad operation agencies such as Korea Railroad (KORAIL) and the railroad facility management organization such as the Korea Rail Network Authority (KR Network). The target of IRSA is to establish the effective rail safety management system and to raise the safety level of the railroad operation and facility agencies by checking synthetically their performance of safety duties with sincerity according to the Railway Safety Act. Even though newly introduced IRSA is conducted smoothly, it is necessary to study the methodology and criteria of the state's safety audit system. The purpose of this paper is to improve the efficiency of IRSA by the comparative research between IRSA and other similar safety audit system and to establish the consecutive improvement concept of IRSA. Second purpose is to confirm the effectiveness of IRSA by the analysis of the relationship between audit results and the safety level of the rail operation agencies.

  • PDF

Evaluation on Allowable Vehicle Speed Based on Safety of Track and Railway Bridge (궤도 및 교량 안전성을 고려한 열차 증속가능 속도대역 평가)

  • Bahng, Eun Young
    • Journal of the Korean Society of Safety
    • /
    • v.33 no.2
    • /
    • pp.145-151
    • /
    • 2018
  • In this study, the track-bridge interaction analysis was performed using an analytical model considering the track structure, thereby taking into account the linear conditions (R=650 m, cant variation $160{\pm}60mm$) and the dynamic characteristics of the bridge. As a result of the study, the allowable speed on the example bridge considered was calculated at 200 km/h based on vertical deflection, vertical acceleration, and irregularity in longitudinal level, but was also evaluated at 170km/h based on the coefficient of derailment, wheel load reduction, and lateral displacement of the rail head. It is considered desirable to set the speed 170km/h to the speed limit in order to secure the safety of both the bridge and the track. It is judged that there will be no problems with ensuring rail protection and train stability in the speed band.

A study of unmanned light rail vehicle(K-AGT) system engineering process under Safety Requirement, IEC 62267 (IEC 62267 안전요구사항을 적용한 무인경량전철 차량(K-AGT)의 시스템엔지니어링 프로세스에 관한 연구)

  • Kwon, Sang Don;Lee, Hi Sung
    • Journal of the Korean Society of Systems Engineering
    • /
    • v.9 no.1
    • /
    • pp.1-11
    • /
    • 2013
  • In this study, unattended Light Rail Transit System (K-AGT) is a general-purpose standards safety requirements of IEC 62267 based System Engineering Process (SEP) was used. Functional analysis and physical architecting for each requirements through the vehicle was classified into sub-systems, design was analyzed in terms of SE. The analysis of the proposed system engineering process, unattended train operation (UTO), driverless train operation(DTO) design of the safety measures to be used as the basis is studied.

A Fundamental Research on the Safety Facilities of Railroad (철도 선로안전시설에 관한 기초연구)

  • Lee Seong-Won;Kim Seung-Hwan;Shin Seung-Kyo;Kim Tae-Wook
    • Proceedings of the KSR Conference
    • /
    • 2005.05a
    • /
    • pp.550-555
    • /
    • 2005
  • In this research, safety requirements for guard rail, buffer stop, car stop scotch block, protection device, fire protection facilities, safety siding, escape facilities and inundation protection facilities are studied to establish a standard. First, various kinds of guard rails and their construction methods are investigated. Researches on the level difference of main track and guard rail, joint, length, and fastening force of guard rail are done. Second, the classification of buffer stop and car stop scotch block and its characteristics are examined, and the impact force, speed limit and capacity of buffer stop are summarized. Details of protection device, fire protection facilities, safety siding, escape facilities and inundation protection facilities are also investigated. From this fundamental research results, basic data on the safety facilities of railroad system are established.

  • PDF