• 제목/요약/키워드: train dynamic performance

검색결과 176건 처리시간 0.038초

Simulating the performance of the reinforced concrete beam using artificial intelligence

  • Yong Cao;Ruizhe Qiu;Wei Qi
    • Advances in concrete construction
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    • 제15권4호
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    • pp.269-286
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    • 2023
  • In the present study, we aim to utilize the numerical solution frequency results of functionally graded beam under thermal and dynamic loadings to train and test an artificial neural network. In this regard, shear deformable functionally-graded beam structure is considered for obtaining the natural frequency in different conditions of boundary and material grading indices. In this regard, both analytical and numerical solutions based on Navier's approach and differential quadrature method are presented to obtain effects of different parameters on the natural frequency of the structure. Further, the numerical results are utilized to train an artificial neural network (ANN) using AdaGrad optimization algorithm. Finally, the results of the ANN and other solution procedure are presented and comprehensive parametric study is presented to observe effects of geometrical, material and boundary conditions of the free oscillation frequency of the functionally graded beam structure.

다단계 긴장 PSC 거더 철도교량의 동특성 실험 및 주행열차하중 해석에 의한 동적성능 평가 (Dynamic Performance Estimation of the Incrementally PSC Girder Railway Bridge by Modal Tests and Moving Load Analysis)

  • 김성일;김남식;이희업
    • 대한토목학회논문집
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    • 제26권4A호
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    • pp.707-717
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    • 2006
  • 근래에 들어 기존의 PSC 거더 교량 외에 다양한 형태의 교량이 개발되고 있으며, 다단계 긴장에 의한 PSC 거더교는 대표적인 예이다. 다단계 긴장 PSC 거더교는 구조적 개념에 따라 자중을 줄이고 경간을 장대화할 수 있는 장점을 갖고 있다. 그러나, 이와 같은 장대화된 보다 유연한 교량은 구조적 안전성 및 사용성을 고려한 주행열차하중에 대한 동적거동 검토가 필수적이며, 철도교량의 주행열차하중에 대한 동적성능평가를 위한 정확한 동특성 입력은 매우 중요하다. 본 연구에서는 정확한 고유진동수 및 감쇠비 추출을 위하여 25m 실물 다단계 긴장 PSC 거더를 제작하여 시공단계별 모달테스트를 수행하였다. 모달테스트를 위한 가진방법으로 기존의 충격햄머에 의한 방법 외에 디지털 콘트롤에 의한 가진기를 사용하여 보다 정확한 주파수응답 함수를 얻고자 하였다. 또한, 시공단계별 구조계 변화 및 긴장에 의한 동특성 변화를 고찰하기 위하여 시공단계별 실험을 수행하였다. 모달테스트 결과에 의한 동특성 값을 주행열차하중 해석에 적용하여 다양한 매개변수연구를 통한 철도교량 동적성능평가를 수행하였다. 동적처짐, 충격계수, 바닥판의 연직가속도, 단부꺾임각 등에 대하여 열차별, 속도별 동적해석을 수행하여 국내외 철도교량 동적성능 평가기준과 비교하였다.

B2S궤도 적용에 따른 철도교량의 동적안정성 검토 (Evaluation of the Dynamic Stability of Subway Bridge in the Applying B2S Track)

  • 공선용;김상진;백찬호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2009년도 춘계학술대회 논문집
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    • pp.20-27
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    • 2009
  • This paper presents an analytic study for replacement of the ballast track in existing subway bridge by the Precast slab panel(B2S) track. To evaluate the dynamic responses on application of B2S track, the time history analysis with the 3D modeling. A total of two models, which were one ballast track bridge and B2S track bridge, were used in the FE analysis. The results of this study show that the dynamic displacement and acceleration of the B2S track bridge were significantly reduced for a higher train speed, compared to the ballast track bridge. Also, the replacement of the ballast track bridge in existing subway bridge by the B2S track increased the structural safety of bridge and ensured sufficient dynamic stability and serviceability. As a result, the servicing subway bridge with B2S track system has need of the reasonable measures which could be reducing the static and dynamic response and improving the performance.

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실시간 학습 제어를 위한 진화신경망 (Evolving Neural Network for Realtime Learning Control)

  • 손호영;윤중선
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2000년도 제15차 학술회의논문집
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    • pp.531-531
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    • 2000
  • The challenge is to control unstable nonlinear dynamic systems using only sparse feedback from the environment concerning its performance. The design of such controllers can be achieved by evolving neural networks. An evolutionary approach to train neural networks in realtime is proposed. Evolutionary strategies adapt the weights of neural networks and the threshold values of neuron's synapses. The proposed method has been successfully implemented for pole balancing problem.

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메카트로닉 열차 연구동향 (Mechatronic Train for Next Generation)

  • 곽재호;유원희
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2006년도 추계학술대회 논문집
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    • pp.35-42
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    • 2006
  • This paper presents a brief overview of the concepts, achievements and challenges relating to the use of electronic and computer control for railway vehicles in the aspect of mechatronic design. It can provides the rail vehicles of tomorrow must be more cost effective, energy efficient, and dynamic performance. The main emphasis in this paper will be upon the use of active control for suspension and steering for new approaches of incorporation of sensors, controllers, and actuators. They can make vehicle designers to take advantages optimizing mechanics and electronics jointly which are not possible with a purely mechanical approach.

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경간형식과 고속열차 판토그라프 접촉력 특성의 상호관계에 대한 시험적 고찰 (An Experimental Study on the Correlation between Span Types and the Contact Force of the Pantograph for High-speed Train)

  • 김영국;목진용;이희성
    • 한국철도학회논문집
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    • 제8권5호
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    • pp.398-404
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    • 2005
  • In this paper, we introduce the on-line test of the current collection characteristics for HSR 350x(Korea High Speed Train project) that have been performed in the Kyoung-bu high-speed line since 2002. Through the analysis of measured data during on-line test, the variation trend of contact force between pantograph and contact wire of catenary according to the span type, the track conditions and driving patterns is reviewed. In order to analyze the variation trend of contact force, we have checked the span type of catenary in KP 24 - 125 out of Kyoung-bu high speed line and obtained the statistical processing result per each span type. This study shows that the track conditions do not affect on the dynamic performance between pantograph and contact wire catenary, and the span type and the driving pattern are important factors in determining the good interaction between them.

A Test Study on Interface Dynamics of Current Collection System in High Speed Trains

  • Kim, Jung-Soo;Han, Jae-Hyun
    • International Journal of Railway
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    • 제4권2호
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    • pp.34-41
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    • 2011
  • Using a test run data, the dynamics of the interface between the catenary and pantograph constituting the current collection system in high-speed trains are investigated. The test run signals are analyzed to determine the dynamic parameters critical to the current collection performance. There are found to be frequency components of the pantograph motion that are dependent on train speed as well as components that are stationary such as the resonant mode of the panhead suspension in the pantograph. From contact force measurement using load cell, the mean contact force was found to be stable while the fluctuating component was found to be dependent on the range of the frequency of the pantograph motion taken into account. The finding implies that numerical investigations reported in the literature that are based on lumped element models of the catenary and/or pantograph provide accurate predictions on the mean value but are of limited use in estimating fluctuation of the contact force. It is concluded that simulation studies based on lumped-element models which do not incorporate panhead structural vibration modes is inaccurate at high train speeds.

유한 요소 해석 기법을 이용한 고속 철도 차량의 집전 성능 해석 (Analysis of the Current-Collection Performance of a High-Speed Train Using Finite Element Analysis Method)

  • 정성필;박태원;김영국;박찬경;백진성
    • 대한기계학회논문집A
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    • 제35권7호
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    • pp.827-833
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    • 2011
  • 본 논문에서는 상용 유한 요소 해석 프로그램인 SAMCEF 를 이용하여 고속 철도 차량의 집전성능을 예측할 수 있는 해석 모델을 개발하였다. 3 자유도 스프링-댐퍼-질량의 판토그래프 모델을 생성하였고, 실제 시스템과의 리셉턴스를 비교함으로써 신뢰성을 검증하였다. UIC 799 OR 기준에서 제시한 가선계의 이론적 파동전파 속도와 가선계 유한 요소 해석 모델에서 측정한 파동 전파 속도를 비교 하였다. 드로퍼의 길이를 조절하여 전차선의 중력에 의한 초기 처짐 현상을 구현하였다. 가선계와 판토그래프를 접촉 요소를 이용하여 연성하였으며, 판토그래프가 300 km/h 및 370 km/h 로 주행할 때의 접촉력 변화를 도출하였다. 접촉력의 평균, 표준편차, 최대 및 최소값 등을 분석함으로써 본 논문에서 제시한 해석모델의 유효성을 검증하였다.

현장궤도 생력화를 위한 도상구조 개선에 관한 연구 (A Study on On-Site Railroad Track Structure Performance Improvement Methods for Low-Maintenance)

  • 양재성;이희현;남보현
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2000년도 춘계학술대회 논문집
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    • pp.479-486
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    • 2000
  • 최근에 철도분야에서는 철도차단시간을 최소화하는 상태에서 현장케도의 동적성능을 향상시키고자하는 노력이 지속되어 왔다. 본 연구에서는 철도케도의 거동 및 동특성규명을 위해 운행선 궤도를 대상으로 도상안정제 살포 전ㆍ후 열차주행시험, 횡저항력시험 및 정ㆍ동적해석을 실시하였다. 이들 결과를 토대로 도상안정제의 효과를 확인하였으며, 아울러 궤도상태를 나타내는 궤도계수 산출을 위한 도표와 도상궤도 구성요소의 진동 및 하부구조로 전달되는 분포력 저감방안을 제시하였다. 본 연구에서 제시되는 결과는 향후 궤도상태판정 및 유지관리를 위한 기초자료로서 널리 이용될 수 있을 것으로 판단되었다.

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An experimental study on constructing MR secondary suspension for high-speed trains to improve lateral ride comfort

  • Ni, Y.Q.;Ye, S.Q.;Song, S.D.
    • Smart Structures and Systems
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    • 제18권1호
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    • pp.53-74
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    • 2016
  • This paper presents an experimental study on constructing a tunable secondary suspension for high-speed trains using magneto-rheological fluid dampers (referred to as MR dampers hereafter), in the interest of improving lateral ride comfort. Two types of MR dampers (type-A and type-B) with different control ranges are designed and fabricated. The developed dampers are incorporated into a secondary suspension of a full-scale high-speed train carriage for rolling-vibration tests. The integrated rail vehicle runs at a series of speeds from 40 to 380 km/h and with different current inputs to the MR dampers. The dynamic performance of the two suspension systems and the ride comfort rating of the rail vehicle are evaluated using the accelerations measured during the tests. In this way, the effectiveness of the developed MR dampers for attenuating vibration is assessed. The type-A MR dampers function like a stiffness component, rather than an energy dissipative device, during the tests with different running speeds. While, the type-B MR dampers exhibit significant damping and high current input to the dampers may adversely affect the ride comfort. As part of an ongoing investigation on devising an effective MR secondary suspension for lateral vibration suppression, this preliminary study provides an insight into dynamic behavior of high-speed train secondary suspensions and unique full-scale experimental data for optimal design of MR dampers suitable for high-speed rail applications.