• Title/Summary/Keyword: train load testing

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Assessment of load carrying capacity and fatigue life expectancy of a monumental Masonry Arch Bridge by field load testing: a case study of veresk

  • Ataei, Shervan;Tajalli, Mosab;Miri, Amin
    • Structural Engineering and Mechanics
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    • v.59 no.4
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    • pp.703-718
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    • 2016
  • Masonry arch bridges present a large segment of Iranian railway bridge stock. The ever increasing trend in traffic requires constant health monitoring of such structures to determine their load carrying capacity and life expectancy. In this respect, the performance of one of the oldest masonry arch bridges of Iranian railway network is assessed through field tests. Having a total of 11 sensors mounted on the bridge, dynamic tests are carried out on the bridge to study the response of bridge to test train, which is consist of two 6-axle locomotives and two 4-axle freight wagons. Finite element model of the bridge is developed and calibrated by comparing experimental and analytical mid-span deflection, and verified by comparing experimental and analytical natural frequencies. Analytical model is then used to assess the possibility of increasing the allowable axle load of the bridge to 25 tons. Fatigue life expectancy of the bridge is also assessed in permissible limit state. Results of F.E. model suggest an adequacy factor of 3.57 for an axle load of 25 tons. Remaining fatigue life of Veresk is also calculated and shown that a 0.2% decrease will be experienced, if the axle load is increased from 20 tons to 25 tons.

Static Performance of Reinforced Soil Segmental Retaining Wall (블록식 보강토 옹벽의 정적성능 평가)

  • Koh Tae-Hoon;Lee Sung-Hyuck;Lee Jin-Wook;Hwang Seon-Keun;Park Sung-Hyun;Lee Seung-Hoon
    • Proceedings of the KSR Conference
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    • 2003.05a
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    • pp.46-52
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    • 2003
  • In this study, the full scale testing method of the geogrid-reiuorced soil Segmental Retaining Walll(SRW) under the simulated train loading were proposed in order to evaluate the applicability of reinforced soil SRW in railway embankment. The train loading was simulated by the design static wheel load and the impact coefficient due to the train passing velocity. This test was focused on the static performance of reinforced soil SRW in terms of the following measuring systems ; the horizontal earth pressure displacement acting on the facing block and the tensile strain along the geogrid. The data gathered from this full scale testing was compared with numerical analysis results by FLAC.

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An Evaluation of Structural Strength by Testing the Carbody of Light Composite Material (경량 복합소재 차체의 시험에 의한 구조강도 평가)

  • Yoon S.C.;Jeon C.S.;Kim W.K.;Kim M.Y.
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2006.05a
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    • pp.393-394
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    • 2006
  • This study introduces the testing results of the composite carbody which is applied to tilting train. The composite carbody is made of aluminum honeycomb structure materials like a sandwich. The static load test was performed to evaluate the structural characteristic and stability of the composite carbody. Considering the vertical, compressive, twisting load and 3-point supporting type as a testing terms, the structural stability of a carbody was evaluated.

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A Study on the Effect of Low Pass Filter and Drive Train Damper for the NREL 5MW Wind Turbine Control (NREL 5MW 풍력터빈 제어용 저주파 통과 필터와 드라이브 트레인 댐퍼의 효과 고찰)

  • Lim, Chae-Wook
    • Journal of the Korean Society of Industry Convergence
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    • v.24 no.4_2
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    • pp.443-451
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    • 2021
  • It is essential to examine and analyze the power output and load responses together using real-world turbulent wind speeds. In this paper, the power controller and the drive train damper are simultaneously considered using the NREL 5MW wind turbine model, and the damage equivalent load(DEL) of the low speed shaft torque and power output responses according to the natural frequency of the second order low pass filter are simultaneously investigated. Numerical testing is carried out above rated wind speed using commercially available Bladed software. From the viewpoints of DEL reduction of the drive train shaft torque and power output responses, it is shown that the natural frequency of the low pass filter is appropriately about 6 to 10rad/s. And the reduction ratio of the DEL of the low-speed shaft torque decreases as the wind speed becomes higher, and it is confirmed that the reduction ratio is limited to about 20% at high wind speeds.

A Study on Safety Evaluation Methods for Electric Multiple Units (도시철도차량의 안전진단평가 기법에 관한 연구)

  • Chung J.D.;Han S.Y;Park K.J.;Park O.J.
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2005.06a
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    • pp.374-377
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    • 2005
  • Automobile is in charge of most transportation system in modern urban city. However, in fact, cause of problem of road state, environment, and the other reasons, urban transit system is using as Mass Transit nowadays. Nevertheless Urban transit system is considering many kind of safety fact of that system which is increasing continuously nowadays, it occurs various train accident. This paper describes 3D Dimensional Measurement(EDM testing) and tensile testing results of carbody structure for crashed EMU(Electric Multiple Units). Tensile tests were performed on two different types of specimens in order to evaluate the strength changes before and after damages, obtained from plastic deformed area and nondeformed region of the crashed EMU. And Structural analysis of EMU was performed for the criteria of safety assessment. Structural analysis using commercial I-DEAS software provided important information on the stress distribution and load transfer mechanisms as well as the amount of damages during rolling stock crash. The testing results have been used to provide the critical information for the criteria of safety diagnosis.

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A study on behavior of lateral-vibration about Railway truss bridge (철도트러스 교량의 횡진동 특성에 관한 연구)

  • Yoo Seoung-Hun;Cho Sun-Kyu;Oh Ji-Taek
    • Proceedings of the KSR Conference
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    • 2004.10a
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    • pp.916-921
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    • 2004
  • At present, the highest operation speed of general domestic train is in the level of 140km/h and it is being improved to reach at the level of 200km/h in 2011. The improved environment of train operation speed which inevitably occurs owing to the operation of KTX on the existing line badly requires technology development such as testing and evaluating technology of factors hindering high speed of railway infrastructure including railway bridge, technology to ensure operation safety and technology to evaluate structure stability. Comparing dynamic numerical interpretation for railway truss bridge and load of design standard by using dynamic response measurement and analysis for the railway truss bridge currently in use, this study established the improvement program to ensure the lateral dynamic safety of truss bridge with the increased speed of train.

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Results of R & D for Drive Train System of Korea High-Speed Train (한국형 고속전철 감속구동장치 개발 및 성과)

  • Cha Soo-Deok;Kim Yong-Kee;Lee Min-Soo
    • Proceedings of the KSR Conference
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    • 2003.05a
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    • pp.561-566
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    • 2003
  • Research and development project for the gearboxes of Korea High Speed Train is being run as one of the 'G7 Project' to achieve the Technical Independency in the area for the High Speed - High Load Gearboxes. Executing this project we domesticate the technologies for Design, Analysis, Manufacturing and Testing. Acquired high-technologies can be applied not only to the Rolling Stocks, but also to other Industrial Areas including the Cars and Aerovehicles. The prototypes had been tested on the roller rig and are being tested on the railway.

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S-N Curve Deduction of a KTX High-Speed Train Structure for an Accelerated Life Testing (가속수명시험을 위한 KTX고속열차 구조물의 S-N 선도 추정)

  • Jung, Dal-Woo;Choi, Nak-Sam;Park, Su-Han
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.33 no.4
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    • pp.388-395
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    • 2009
  • An accelerated fatigue test is essentially required to maintain the reliability of the actual structures of KTX under operation conditions. However, actual fatigue life cannot be obtained because the conventional fatigue tests are not adequate to the real load conditions. Moreover foreign component makers have not provided data of the loading stresses (S) versus cycles at the failure (N). In this study, we suggested a deduction method of the S-N curve for establishing an accelerating test under various load levels. Load history was acquired from the field tests. A Rainflow method was used on the cycle counting of the field load data. After that, an S-N curve was obtained through the iteration process under the condition that the damage index satisfies to 1 in the Miner's rule. The deduced S-N curve was applied to the performance evaluation of Korean-made sealed knuckles compared with imports.

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

  • Choi, Chan-Yong;Eum, Ki-Young;Bae, Jae-Hoon;Kim, Sang-So;Yoo, Chung-Hyun
    • Proceedings of the KSR Conference
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    • 2009.05a
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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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Training an Artificial Neural Network (ANN) to Control the Tap Changer of Parallel Transformers for a Closed Primary Bus

  • Sedaghati, Alireza
    • 제어로봇시스템학회:학술대회논문집
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    • 2004.08a
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    • pp.1042-1047
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    • 2004
  • Voltage control is an essential part of the electric energy transmission and distribution system to maintain proper voltage limit at the consumer's terminal. Besides the generating units that provide the basic voltage control, there are many additional voltage-controlling agents e.g., shunt capacitors, shunt reactors, static VAr compensators, regulating transformers mentioned in [1], [2]. The most popular one, among all those agents for controlling voltage levels at the distribution and transmission system, is the on-load tap changer transformer. It serves two functions-energy transformation in different voltage levels and the voltage control. Artificial Neural Network (ANN) has been realized as a convenient tool that can be used in controlling the on load tap changer in the distribution transformers. Usage of the ANN in this area needs suitable training and testing data for performance analysis before the practical application. This paper briefly describes a procedure of processing the data to train an Artificial Neural Network (ANN) to control the tap changer operating decision of parallel transformers for a closed primary bus. The data set are used to train a two layer ANN using three different neural net learning algorithms, namely, Standard Backpropagation [3], Bayesian Regularization [4] and Scaled Conjugate Gradient [5]. The experimental results are presented including performance analysis.

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