• 대한기계학회논문집A
• /
• 제36권3호
• /
• pp.339-346
• /
• 2012

철도차량의 집전성능 및 이선율에 대한 사전 평가는 철도차량의 고속화와 더불어 중요시되는 문제이다. 본 논문에서는 유연체 다물체 동역학 해석 기법을 이용하여 가선과 판토그래프 사이의 동적상호작용에 대한 시뮬레이션 모델을 개발하였다. 해석 모델에서 판토그래프는 강체로 모델링 하였으며, 가선계는 탄성 대변형체의 거동을 효과적으로 표현할 수 있는 절대절점좌표를 이용하여 구현하였다. 또한, 가선계와 판토그래프 간의 동적 상호작용의 표현을 위하여 서로간의 상대운동은 슬라이딩 조인트를 이용하여 구속하였다. 개발된 해석 프로그램을 이용하여 철도차량의 주행 속도에 따라 발생하는 접촉력 및 이선율을 평가하였다. 개발 프로그램의 해석 모델 및 시뮬레이션에 대한 신뢰성은 가선계와 판토그래프의 동적 상호작용 시뮬레이션 방법에 대한 국제 규정인 EN 50318에 의하여 검증하였다. 해석 모델의 개발을 통하여 개발 중인 고속철도의 집전성능을 평가할 수 있는 기반을 마련하였다.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
• /
• pp.3226-3236
• /
• 2011

In this paper, with the background features on which measuring the transverse left-right and up -down vibration of wheel, bogie and body by wireless measurement system, performance evaluation systems which can assess the running behavior of high speed trains based on UIC code 518-OR and evaluate the ride comfort of them based on ISO code 2631 and UIC code 513 were developed. The characteristics of dynamic vibration are generally analyzed by an acceleration of a car body of high speed train and the acceleration can be applied to evaluation of running safety. In this paper, also matching system of distance from tachometer and vibration from accelerometer was programmed in development software, and the SD card embedded system which prevent to loss of data in wireless measurement was mounted on this system. Finally the software perform to analysis with filtering and statistical post-process in the unit sections and zones and focus on developing the capability monitoring in the main control center. For the verification of this system, the running behavior and safety factor were analyzed based on field measured data of the Cheonjun-gunnum-sun turn out point in the new KTX railway.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2008년도 춘계학술대회 논문집
• /
• pp.46-55
• /
• 2008

Maglev is a system that a train runs levitated above a rail. Therefore it is very important to maintain a constant levitation gap for achieving serviceability and ride comfort. This study is a cooperation research subject of the 3-1 subject, performance improvement of maglev track structures, of the Center for Urban Maglev Program in Korea, started in 2006. The aim of this study is development of rapid constructions of bridge superstructure for maglev. At present, precast deck is widely used because of its superiority to cast-in-place concrete on quality and the term of works. The research group suggested basic systems of maglev guideway with PSC-U type and trapezoidal open steel box type girder, and precast deck, cooperating with Korea Railroad Research Institute, the managing institute of the 3-1 subject. In this study, longitudinally full-scale guideway girder system was fabricated and static/dynamic test of the girder was performed for the purpose of the performance evaluation.

• 한국안전학회지
• /
• 제31권6호
• /
• pp.45-51
• /
• 2016

The purpose of this study is to investigate the influence of train-induced end rotation of simple supported track girder on the performance of a direct fixation track system (DFTS) in Yeongjong grand bridge. In this study, the influences of deflection of a DFTS and track girder on dynamic rail-track girder interaction forces for the track girder ends currently employed in airport express lines were assessed by performing field tests using actual vehicles running along the service lines. Therefore, the dynamic displacement of rail and track girder and the fastener stress on the center and ends sections of DFTS were measured for two different trains (AREX and KTX) running in Yeongjong grand bridge. A three-dimensional finite element analysis (FEA) model using the time-history function based on the design wheel load was used to predict the train-induced track and track girder displacement, and the FEA and field test results were compared. The analytical results reproduced the experimental results well within about 3-7% difference in the values. Therefore, the FEA model of DFTS on track girder is considered to provide sufficiently reliable FEA results in the investigation of the behavior of DFTS. Using the analytical and experimental results, the influence of train-induced end rotation of simple supported track girder on the interaction behavior of rail and track girder installed on a simple supported track girder ends, i.e., upward displacement of rail-track girder and the fastener stress, was investigated. It was found that the train-induced end rotation effect of track girder was not significantly affected by the upward displacement of rails and the fastener stresses of track girder ends. Further, the interaction behavior of rail and track girder were similar to or less than that of the general railway bridge deck ends, nevertheless the vertical displacement of track was higher than that of conventional DFTS on the general railway bridge. From the results, the dynamic responses of the DFTS on track girder ends were not significantly affected by the safety and stability of DFTS ends.

• 한국산학기술학회논문지
• /
• 제18권3호
• /
• pp.694-702
• /
• 2017

선하역사의 경우 차량-궤도에서 발생하는 하중 및 진동이 직접적으로 전달되는 구조적 한계로 인하여 발생하는 구조체 전달 형태의 진동과 소음레벨이 다른 역사형식 대비 월등히 높음으로 인하여 역사 내 상업 및 업무시설 이용객과 종사자들의 불편과 민원이 증가하고 있다. 선하역사에 발생하는 소음 진동을 저감하기 위한 대책중 하나로 알려진 플로팅 궤도의 경우 궤도 하부에 고무 마운트나 패드 요소를 적용한 장치가 주로 설치되어 댐퍼 역할을 한다. 이러한 장치의 경우, 열차 운행 시 발생하는 비선형 하중에 대하여 정확한 강성 및 감쇠비를 설계하기 어렵다는 단점이 있다. 본 연구에서는 플로팅 궤도에 적용 가능하며 정확한 강성 설계가 가능한 마찰 쐐기형 방진장치를 소개한다. 또한, 방진장치 강성 설계값과 시험값을 비교 분석하고 마찰 쐐기형 블록 배치에 따른 감쇠비를 열차 하중조건에 따라 도출하였다. 방진장치의 성능시험은 DIN45673-7 규정에 의거하여 진행하였으며 시험항목인 정적 및 동적하중 시험을 모두 포함한다. 성능시험 하중조건은 DIN 규정에 따라 열차 및 궤도 중량을 고려하여 적용하였으며 수직 하중 및 수평 하중에 대한 시험을 진행하여 방진장치 적용에 따른 궤도의 구조안전성을 확보한다. 더불어, 하중재하속도에 따른 마찰재의 마찰계수 변화 양상을 확인함으로서 다양한 하중재하속도 조건에 대한 마찰쐐기형 방진장치의 진동저감 성능을 확인한다.

• Wind and Structures
• /
• 제29권6호
• /
• pp.417-430
• /
• 2019

To study the wake influence of an upstream bridge on the wind-resistance performance of a downstream bridge, two adjacent long-span cable-stayed bridges are taken as examples. Based on wind tunnel tests, the static aerodynamic coefficients and the dynamic response of the downstream bridge are measured in the wake of the upstream one. Considering different horizontal and vertical distances, the flutter derivatives of the downstream bridge at different angles of attack are extracted by Computational Fluid Dynamics (CFD) simulations and discussed, and the change in critical flutter state is further studied. The results show that a train passing through the downstream bridge could significantly increase the lift coefficient of the bridge which has the same direction with the gravity of the train, leading to possible vertical deformation and vibration. In the wake of the upstream bridge, the change in lift coefficient of the downstream bridge is reduced, but the dynamic response seems to be strong. The effect of aerodynamic interference on flutter stability is related to the horizontal and vertical distances between the two adjacent bridges as well as the attack angle of incoming flow. At large angles of attack, the aerodynamic condition around the downstream girder which may drive the bridge to torsional flutter instability is weakened by the wake of the upstream bridge, and the critical flutter wind speed increases at this situation.

• 대한기계학회논문집
• /
• 제18권11호
• /
• pp.2817-2824
• /
• 1994

A torque split type multi-pass CVT(MPC) system consiting of CVT and planetary gear train with 4 clutches was suggested to overcome the inherent inferior acceleration performance of CVT. Also, a shifting algorithm of MPC was suggested for the two driving modes : (1) power mode and (2) economy mode. By using the shifting algorithm and the MPC vehicle dynamic model, numerical simulations were performed to estimate the performance of the MPC vehicle. Simulation results showed that comparing the performance of the conventional 4-speed automatic transmission, an improvement in acceleration can be obtained by MPC for the power mode and 31% improvement in fuel economy for the economy mode.

• 대한전기학회논문지
• /
• 제39권12호
• /
• pp.1306-1316
• /
• 1990

A controller using a multilayer neural network is proposed to the dynamic control of a PUMA 560 robot arm. This controller is developed based on an error back-propagation (BP) neural network. Since the neural network can model an arbitrary nonlinear mapping, it is used as a commanded feedforward torque generator. A Proportional Derivative (PD) feedback controller is used in parallel with the feedforward neural network to train the system. The neural network was trained by the current state of the manipulator as well as the PD feedback error torque. No a priori knowledge on system dynamics is needed and this information is rather implicitly stored in the interconnection weights of the neural network. In another experiment, the neural network was trained with the current, past and future positions only without any use of velocity sensors. Form this thim window of position values, BP network implicitly filters out the velocity and acceleration components for each joint. Computer simulation demonstrates such powerful characteristics of the neurocontroller as adaptation to changing environments, robustness to sensor noise, and continuous performance improvement with self-learning.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 1997년도 춘계학술대회 논문집
• /
• pp.133-139
• /
• 1997

This paper presents a new approach to the dynamic control technique for track vehicle system using neural network-fuzzy control method. The proposed control scheme uses a Gaussian function as a unit function in the neural network-fuzzy, and back propagation algorithm to train the fuzzy-neural network controller in the framework of the specialized learning architecture. It is propored a learning controller consisting of two neural network-fuzzy based on independent resoning and a connection net with fixed weights to simply the neural network-fuzzy. The performance of the proposed controller is shown by simulation for trajectory tracking of the speed and azimuth of a track vehicle

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2007년도 춘계학술대회 논문집
• /
• pp.1416-1423
• /
• 2007

Dynamic instability of the railway bridge can cause track irregularities and be directly connected with unstable passenger comfort and derailment of the train. Europe and Japan had studied on this problem for a long time since 1960's, Results of those studies are reflected in recent Eurocode and the bridge design code of Japanese railway bridges. However, even though some traffic safety requirements were applied in Kyoung-bu highspeed railway by French engineers, we experienced many difficulties from insufficient information of criteria background and application procedures. In this paper, a investigation of recent traffic safety requirements of Europe and Japan for railway bridges will be introduced and application procedures for the estimation of dynamic performance will be proposed.