• 제목/요약/키워드: Railway Noise and vibration

검색결과 476건 처리시간 0.03초

철도차량용 공기스프링의 신뢰성 평가 (Reliability Evaluation of Air Spring for Railway Vehicle)

  • 김완두;우창수;최경진
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2002년도 추계학술대회 논문집(II)
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    • pp.807-819
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    • 2002
  • The air spring is used in secondary suspension system for railway vehicle to reduce and absorb the vibration and noise. In this paper, the characteristics and durability test was conducted in laboratory by using servo hydraulic fatigue testing system to evaluate the reliability. And to guarantee the adaptation of this air spring, the ride comfort and air pressure variation were measured in train test. The experimental results show that the characteristics and durability of domestic development productions are obtained the good results and the stiffness of the air spring which had become 6 year over increased. Also, the dynamic characteristics of domestic and existing product agree well the results obtained.

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주행면 단차에 의한 AGT 교량 충격에 관한 실험적 연구 (A Experimental Study on the Impact of AGT Bridge by the Prominence of Railway Surface)

  • 최성규;조선규;이안호;송재필
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.511-516
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    • 2007
  • Rubber wheeled AGT(Automated Guide-way Transit) system is a prominence transportation system for urban area, because of its low construction cost and management, low noise and vibration and fine exterior view. AGT system uses concrete tracks. Concrete can be easily damaged by the impact, change of temperature and external loads. The fault of concrete track is harmful not only to riding quality but also to bridge. Therefore, in this study, the effects of railway prominence to the bridge are surveyed by experimental method. The experiment was executed for PSC bridge at AGT test line in Kyungsan. And the test results for 5mm, 10mm prominence and without prominence are compared and investigated, according to the vehicle speed.

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전동차용 공기스프링 내구성평가 및 실차시험 (Durability Evaluation and Train Test of Air Spring for Electric Railway)

  • 김완두;우창수;이학주;정승일;김석원;김영구;최경진;이동형
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2000년도 추계학술대회 논문집
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    • pp.468-475
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    • 2000
  • An air spring was accepted for rail vehicle secondary suspension to reduce and absorb tile vibration and the noise. The air spring for the electric railway was developed with domestic technology, which consisted of a cord reinforced rubber bellows, a upper plate, a lower plate and a stopper rubber spring The fatigue test was conducted in laboratory by using servo hydraulic fatigue testing system to verify the durability. And to guarantee the adaptation of this air spring, the ride comfort and the air pressure variation were measured in train test on Boondang line.

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AGT 시스템 안내레일 요철에 의한 교량 응답에 관한 실험적 연구 (A Experimental study on the Bridge Response of AGT System by Guiderail Prominence)

  • 강성원;한상철;이안호;정인근
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.453-457
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    • 2007
  • AGT system is a kind of light railway train. AGT system use of concrete track and rubber tire, so it can be reduce the noise and vibration, compare to the normal train system. And, the dynamic responses of normal bridge are influenced by the dynamic characteristics of bridge, the speed of vehicle and the surface roughness of railway. But the AGT system bridge is influenced not only the above facts but also the guiderail unevenness, because, AGT vehicle steered by guiderail. So, in this study, optimized service condition is suggested for the design and operation of AGT system, by the means of experimental study. The experiments are executed for PSC bridge with length of 30m, at the AGT test line in Kyongsan. The test results are compared and investigated according to the prominence. In the test result, the guiderail prominence influenced on the dynamic response of bridge. It shows a increase as compared with no guiderail prominence in the dynamic response value acceleration, displacement, stain.

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트램의 탄성차륜과 궤도의 전동 소음원 특성에 관한 연구 (Characteristics of Rolling Noise Sources of Tram Resilient Wheels and Track)

  • 장승호;유정수
    • 한국철도학회논문집
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    • 제18권3호
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    • pp.212-222
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    • 2015
  • 도심 내의 트램 노선 설계 및 건설에서 환경 소음 문제를 해결하기 위해서는 트램 시스템의 소음 방사특성을 파악하여야 한다. 본 논문에서는 트램 시험 차량에 대한 전동 소음 특성을 연구하였으며, 전동 소음 관점에서의 레일 지지 구조의 적절한 강성을 검토하였다. 매립형 궤도와 탄성차륜의 모빌리티를 Timoshenko 보 모델과 유한 요소 모델을 각각 이용하여 구하였고, 측정값과 비교하였다. 선로변 방출 소음도에 대한 계산값을 측정값과 비교한 결과 300Hz 이상의 주파수 대역에서 작은 오차를 내었다. 레일 및 슬라브 지지 강성을 변화시켜가면서 레일 및 차륜의 소음원 강도를 분석하였으며, 지반 진동을 과다하게 유발하지 않으면서 레일 및 차륜으로부터 방사되는 소음이 감소될 수 있는 적정 지지 강성을 검토하였다.

철도차량용 방진고무부품 특성예측 및 평가 (Characteristic Prediction and Evaluation of Rubber Components for Railway Vehicle)

  • 우창수;박동철
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2005년도 춘계학술대회 논문집
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    • pp.83-89
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    • 2005
  • Rubber spring is used in primary suspension system for railway vehicle. This rubber spring has function which reduce vibration and noise, support the load carried in operation of rail vehicle. The non-linear properties of rubber which are described as strain energy function are important parameter to design and evaluate of rubber components. These are determined by material tests which are tension, compression and shear test. The behaviors of load-displacement of rubber spring for rail vehicle are evaluated by using commercial FEA code. It is shown that the results by FEA simulations are in close agreement with the test results

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도시철도 차량 주행시 곡선스킬소음 실험 및 고찰 (Field Measurements and Review of the Curve Squeal Noise of Urban Railways)

  • 김재철;김관주;이준헌;김지용
    • 한국철도학회논문집
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    • 제20권2호
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    • pp.165-172
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    • 2017
  • 도심을 지나는 철도 궤도는 급격한 곡선 구간이 존재하며, 철도차량이 곡선부를 주행하며 발생시키는 높은 주파수의 스킬소음은 곡선부 인근에 소음 민원을 야기하고, 해당 구간 궤도의 마모를 과도하게 발생시킨다. 본 논문에서는 대표적 비선형, 과도 특성인 스킬소음의 현상을 정확하게 파악하기 위해서 실차를 대상으로 곡선부 스킬 소음실험을 수행하였다. 특정 대차내 4 차륜을 대상으로 스킬소음의 음압의 크기, 주파수 특성, 주행 속도 변화에 따른 영향, 차륜의 진동응답특성과 스킬소음의 연관관계를 파악하였다. 동시에 차륜과 레일의 접촉 위치의 변화를 촬영한 영상을 분석하여 스킬소음 발생시 차륜의 레일에 대한 상대적 움직임에 대한 현상을 살펴보았다. 철도 차량 곡선 주행시 스킬소음은 내측 전륜에서 가장 크게 발생하며, 이는 차륜의 횡방향 진동 응답 특성과 관련이 있다고 생각된다. 이 발생 스킬소음의 크기는 차량 속도 증가와는 직접적인 관련이 없음을 알 수 있었다.

자기카메라에 의한 고속철도 차륜의 구름접촉 피로평가 (Evaluation of Rolling Contact Fatigue Evaluation of Wheel for High Speed Train Using a Scan Type Magnetic Camera)

  • 황지성;권석진;이진이;서정원
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.957-965
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    • 2011
  • Recently, railway industry has been developed not only functional parts such as acceleration and high performance of the railway but also emotional parts such as improved ride comfort and blocking noise. However, some important components of railway such as wheel and rail always had exposed too much operation time, cyclic load and rolling contact directly. The variations of load, vibration and chemical compositions were caused of wheel and rail having a lot of different types of contact fatigue damages. Therefore, It is necessary to improve inspection and maintenance technology in order to ensure safety and reliability of railway. Many researchers have already been reported the technology. Magnetic camera, one of the non-destructive testing technique can be used to inspect and evaluate the changes of magnetic field in ferromagnetic and paramagnetic materials with cracks. When an electromagnetic is applied to a specimen, a magnetic field will be distorted around a crack on the specimen. In present paper, the distribution of magnetic property in wheel with cracks using magnetic camera had investigated. The crack can be detected and evaluated by distribution analysis of magnetic field. The magnetic camera technique can be detected and evaluated the crack by rolling contact fatigue.

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고속철도 강교량의 진동특성 분석 (Dynamic Characteristics of High-speed Railway Steel Bridges)

  • 이정휘;김성일;곽종원;이필구;윤태양
    • 한국소음진동공학회논문집
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    • 제17권7호
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    • pp.632-637
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    • 2007
  • The dynamic behavior of two steel bridges crossed by the Korean High Speed Train(KHST) has been investigated experimentally and the results are compared with the specification requirement of BRDM and other typical PSC Box bridge's responses. The investigated bridges are a 2-girder steel bridge of 1@40m span length(E-Won Bridge), 2@50m span length (Ji-Tan Bridge), and a PSC Box girder bridge of 2@40m span length (Yeon-Jae Bridge). A set of experimental tests were performed during operation of KHST, and a number of accelerometers, LVDTs and ring-type displacement transducers were utilized for measurement of three kinds of dynamic responses (acceleration, deflection, and end-rotation angle). Measured responses show that the vertical deflections and end-rotation angles of the three bridges are all satisfying the spec. requirement with large margin, but it was also found acceleration responses which are very close or exceed the limit value. Most of the excessive acceleration responses were found when the passing velocity of the KHST is close to the critical velocity ($V_{cr}$) which causes resonance. No noticeable differences of dynamic responses due to the different materials(steel or concrete) could be found within these experimental results.

실제 선로조건에 따른 DMT 화차의 탈선안전도 평가 (The Derailment Safety Estimation of DMT Freight for Real Track Condition)

  • 손명선;엄범규;이희성
    • 한국소음진동공학회논문집
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    • 제21권7호
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    • pp.637-642
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    • 2011
  • The DMT freight is judged that economic performance is good because can increase cargoes than existing freight. However, the existing freight cars, each with a different balance to the body structure is bogie because the vibrations may occur. Thus, by minimizing vibration over the existing freight securing the safety of the driving if you will not have major problems in cargoes. In this study, multi-body dynamic analysis tool, VI-Rail using the actually Gyeongbu Railroad line and an empty, full freight condition include curve radius, track irregularity, The DMT freight of the derailed wagons were assessed for safety analysis. Full and empty freight conditions for parity in the Gyeongbu Railroad line(Dongdaegoo${\leftrightarrow}$Kyungsan) derailment safety analysis, such as derailment coefficient and the wheel unloaded, echoing the curve and the orbit is affected by the irregularity was found. Full freight condition than the empty conditions showed a significant derailment safety. Overall, the limits of derailment coefficient(Q/P = 0.8) and wheel unload decrement limits(${\triangle}P/P$ = 0.6) is less safe with me confirmed that the derailment safety.