• 제목/요약/키워드: Track Rubber Pad

검색결과 10건 처리시간 0.025초

궤도고무부품의 열해석에 관한 연구 (A study of Heat Analysis on Track Rubber Parts)

  • 김영수
    • 한국정밀공학회지
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    • 제16권9호
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    • pp.117-122
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    • 1999
  • Track rubber parts has heat built-up as long as dynamic loading is applied from running tracked vehicles. Durability is required for rubber part to sustain the heat accumulation and heat exchange between rubber-metal assembly and environmental air and ground. For this research, the track assembly was divided into four parts i.e., bottom track shoe, upper track pad, pin busing and metal structure. Three rubber parts and metal structure were modelled and analyzed with MARC package program to obtain time-temperature data which was induced form mechanical work of tracked vehicles. heat accumulation data was obtained from special experiments under the room temperature of 25$^{\circ}C\;and\;35^{\circ}C$ to simulate the actual environmental conditions. From this research, it is cleared that the environmental temperature does not affect to the heat accumulation speed in rubber parts. Also, the heat built-up mechanism was clarified from the thermo-mechanical work based on numerical analysis and experiments.

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유한요소법을 이용한 궤도용 고무패드의 마모 예측 및 설계에 관한 연구 (Design Study on the Wear Enhanced of Rubber Pad of Track Assembly with Finite Element Method)

  • 이경호;노근래;이영신
    • 한국군사과학기술학회지
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    • 제11권5호
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    • pp.107-115
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    • 2008
  • In this paper, we have proposed a wear growth prediction method on the surface of rubber pad of track assembly installed in high-speed battle tank i.e. the automatic model updating code interfacing with commercial finite element simulation software. Also, simple and resonable geometrical, material finite element model was established to be easily updated based on the empirical threshold value of contact pressure on the contact surface. From the iterative model update and analysis results, we discovered a weak point on rubber pad surface and suggested a new design concept for improving the wear performance of track assembly.

Prediction of Life Time of Rail Rubber Pad using Reliability Analysis Method

  • Park, Dae-Geun
    • International Journal of Railway
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    • 제6권1호
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    • pp.13-25
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    • 2013
  • Railpad prevents damage of the tie and ballast by reducing the impact and high frequency vibration, which occurs when a vehicle load transfers to a tie. But elasticity of the railpad can decrease under vehicle load and over usable period. If that happens, railpad will become stiffer. Increase in stiffness of the railpad also translates into a rise in track maintenance cost because it accelerates the damage of the track. In this study, accelerated heat ageing test was performed to predict an expectable lifetime of the railpad. As a result, it was predicted to be about sixteen years at $25^{\circ}C$ that life time of railpad using NR rubber from Arrhenius relationship. Also, it was predicted to be about thirty-two days at $100^{\circ}C$. At this time, a standard rate of thickness change is approximately within 12%.

고속철도용 레일패드 노후화 정량화 방안 연구 (Lifetime Prediction of Rubber Pad for High Speed Railway Vehicle)

  • 우창수;최병익;박현성;양신추;장승엽;김은
    • 대한기계학회논문집A
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    • 제33권8호
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    • pp.739-744
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    • 2009
  • Rail-pad is an important and readily replaceable component of a railway track, as it is the elastic layer between the rail and the sleeper. Characteristics and useful lifetime prediction of rail-pad was very important in design procedure to assure the safety and reliability. In this paper, the degradation of rail pad properties as a function of their in-service life is studied with a view of developing a technique for predicting the optimum period of track maintenance with regard to pad replacement. In order to investigate the useful lifetime, the accelerate test were carried out. Accelerated test results changes as the threshold are used for assessment of the useful life and time to threshold value were plotted against reciprocal of absolute temperature to give the Arrhenius plot. By using the acceleration test, several useful lifetime prediction for rail-pads were proposed.

도시철도 침목플로팅궤도 궤도구성품의 손상평가 (Damage Evaluation of Track Components for Sleeper Floating Track System in Urban Transit)

  • 최정열;김학선;한경성;장철주;정지승
    • 문화기술의 융합
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    • 제5권4호
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    • pp.387-394
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    • 2019
  • 본 연구에서는 도시철도 침목플로팅궤도(STEDEF) 궤도구성품의 손상영향을 분석하기 위하여 20년 이상 공용중인 현장에서 시료를 채취하여 궤도재료에 대한 육안검사와 실내시험 및 유한요소해석을 통해 궤도구성품의 손상취약부를 분석하였다. 육안검사결과 레일패드와 체결구는 특이사항이 없었으나 침목방진상자는 모서리부분의 마모 및 찢어지는 현상이 발생하였다. 침목방진패드는 두께감소 및 피로경화층이 뚜렷하게 조사되었다. 레일패드와 침목방진패드에 대한 스프링강성 시험결과, 레일패드의 노후는 뚜렷하지 않았으나 침목방진패드는 설계기준치를 크게 상회하는 것으로 나타나 침목방진패드는 통과톤수에 직접적인 영향을 받는 것으로 분석되었다. 현장시료의 열화상태와 수치해석 결과와의 비교결과, 수치해석모델의 응력 및 변위 집중위치와 현장시료의 손상위치가 일치하는 것으로 나타나 공용중인 침목플로팅궤도 궤도구성품의 손상취약부를 실험 및 해석적으로 입증하였다.

히스테리시스 손실에 의한 괘도부품의 온도 추정에 관한 연구 (A Study on the Estimation of Temperature in Track Components due to Hystresis Loss.)

  • 김형제;김병탁;백운경
    • 동력기계공학회지
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    • 제5권3호
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    • pp.48-55
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    • 2001
  • In many applications. rubber components undergo dynamic stresses or deformations of fairly large magnitude. Since rubbers are not fully elastic, a part of the mechanical energy is converted into heat due to the hysteresis loss. Heat generation without adequate heat dissipation leads to heat build up. i. e. internal temperature rise. The purpose of this paper is to predict temperature rise caused by the hysteresis loss, in a rubber pad subjected to complex dynamic deformation. In this unsteady thermal analysis, the temperature distributions of track components are displayed in contour shapes and the temperature variations of some important nodes are represented graphically with respect to the running time of the tank.

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철도궤도의 동적특성 예측 및 실험적 검증 연구 (Prediction of The Rail way Track's Vibration Behavior and Corresponding Experimental Verification)

  • 박희준;김관주;김재철;이찬우
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2004년도 추계학술대회논문집
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    • pp.883-888
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    • 2004
  • One of commercial rapid transits produces peculiar booming sound when passing through the slab-track tunnel. In order to analyze that tympanic membrane-pressing noise systematically, typical source-transfer path-response analysis was carried out. Considering the octave band of booming noise, work scope was confined to structure-borne noise analysis, especially the dynamic behaviour of railway tracks. Experimental modal analysis of railway tracks, composed of rail, rubber pad, sleeper, ballast, and ground were performed. The results shows that transversal bending modes of the rail are suspicious for the cause of the low band booming noise. Finite element analysis are made use of to match preceding experimental results, and plausible dynamic properties of track components are produced.

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군용 전투차량 궤도 pads용 천연고무 배합물의 내크랙성 향상을 위한 연구 (Crock Resistance Properties of Natural Rubber Compounds for Tank Track Pads)

  • 신정은;김유석;배종우;김원호
    • Elastomers and Composites
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    • 제33권5호
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    • pp.335-344
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    • 1998
  • 본 연구에서는 군용 전투차량 궤도 패드용으로 사용되는 고무 배합물의 내크랙성 향상을 위해 기계적 물성이 우수한 천연고무를 이용하여 크랙 개시 저항성 즉, 인열 에너지와 크랙성장 저항성인 크랙 성장 속도를 평가하였다. 내크랙성에 영향을 주는 인자는 여러 가지가 있으나, 본 실험에서는 주로 충전제인 카본블랙과 가교 시스템을 평가하였다. 본 연구결과 촉진제의 함량이 황의 함량과 동일 할 때 내크랙성이 가장 우수하였다. 또한 카본블랙은 보강성이 우수한 hard black의 일종인 ISAF (N220)가 강도 및 가공성에서 가장 우수한 것으로 평가되었으며 적정 함량은 50phr이었다.

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Evaluation of Static Spring Constant and Accelerated Life Prediction for Compression Set of Polyurethane Resilient Pad in Rail Fastening System

  • Lee, Seung-Won;Park, Jun-Young;Park, Eun-Young;Ryu, Sung-Hwan;Bae, Seok-Hu;Kim, Nam-Il;Yun, Ju-Ho;Yoon, Jeong-Hwan
    • Elastomers and Composites
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    • 제53권4호
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    • pp.220-225
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    • 2018
  • Resilient pads play a major role in reducing the impact of loads on a rail in a rail-fastening system, which is essentially used for a concrete track. Although a compression set test is commonly used to measure the durability of a resilient pad, the static spring constant is often observed to be different from the fatigue test. In this study, a modified compression set test method was proposed to monitor the variations in the compression set and static spring constant of a resilient pad with respect to temperature and time. In addition, the life of the resilient pad was predicted by performing an acceleration test based on the Arrhenius equation.

Vertical Z-vibration prediction model of ground building induced by subway operation

  • Zhou, Binghua;Xue, Yiguo;Zhang, Jun;Zhang, Dunfu;Huang, Jian;Qiu, Daohong;Yang, Lin;Zhang, Kai;Cui, Jiuhua
    • Geomechanics and Engineering
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    • 제30권3호
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    • pp.273-280
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    • 2022
  • A certain amount of random vibration excitation to subway track is caused by subway operation. This excitation is transmitted through track foundation, tunnel, soil medium, and ground building to the ground and ground structure, causing vibration. The vibration affects ground building. In this study, the results of ANSYS numerical simulation was used to establish back-propagation (BP) neural network model. Moreover, a back-propagation neural network model consisting of five input neurons, one hidden layer, 11 hidden-layer neurons, and three output neurons was used to analyze and calculate the vertical Z-vibration level of New Capital's ground buildings of Qingdao Metro phase I Project (Line M3). The Z-vibration level under different working conditions was calculated from monolithic roadbed, steel-spring floating slab roadbed, and rubber-pad floating slab roadbed under the working condition of center point of 0-100 m. The steel-spring floating slab roadbed was used in the New Capital area to monitor the subway operation vibration in this area. Comparing the monitoring and prediction results, it was found that the prediction results have a good linear relationship with lower error. The research results have good reference and guiding significance for predicting vibration caused by subway operation.