• Structural Engineering and Mechanics
• /
• 제66권1호
• /
• pp.15-25
• /
• 2018

Post-construction subgrade settlement especially differential settlement, has become a key issue in construction and operation of non-ballasted track on high-speed railway soil subgrade, which may also affect the dynamic performance of passing trains. To estimate the effect of differential subgrade settlement on the mechanical behaviors of the vehicle-slab track system, a detailed model considering nonlinear subgrade support and initial track state due to track self-weight is developed. Accordingly, analysis aiming at a typical high-speed vehicle coupled with a deteriorated slab track owing to differential subgrade settlement is carried out, in terms of two aspects: (i) determination of an initial mapping relationship between subgrade settlement and track deflections as well as contact state between track and subgrade based on a semi-analytical method; (ii) simulation of dynamic performance of the coupled system by employing a time integration approach. The investigation indicates that subgrade settlement results in additional track irregularity, and locally, the contact between the concrete track and the soil subgrade is prone to failure. Moreover, wheel-rail interaction is significantly exacerbated by the track degradation and abnormal responses occur as a result of the unsupported areas. Distributions of interlaminar contact forces in track system vary dramatically due to the combined effect of track deterioration and dynamic load. These may not only intensify the dynamic responses of the coupled system, but also have impacts on the long-term behavior of the track components.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 1999년도 춘계학술대회 논문집
• /
• pp.414-421
• /
• 1999

In this paper, the simplified method for 2-dimensional train/track/bridge interaction analysis is utilized in the analysis of dynamic behavior of bridges in which the eccentricity of axle loads and the effect of the toriosnal forces acting on the bridge are included for the more accurate train/track/bridge interaction analysis. Inverstigations mainly into the influence of vehicle speed on train/track/bridge interactions are carried out for the two cases. The first case is that only train and bridge are considered in the modelling and the other case is that train, track and bridge are considered.

• Structural Engineering and Mechanics
• /
• 제82권1호
• /
• pp.1-16
• /
• 2022

This work elaborately investigates the influences of the guideway geometry parameters and track irregularity on the dynamic performances of the suspended monorail vehicle-guideway system (SMVGS). Firstly, a spatial dynamic analysis model of the SMVGS is established by adopting ANSYS parameter design language. Then, the dynamic interaction between a vehicle with maximum design load and guideway is investigated by numerical simulation and field tests, revealing the vehicle-guideway dynamic features. Subsequently, the influences of the guideway geometry parameters and track irregularity on the dynamic performances of the SMVGS are analyzed and discussed in detail, and the reasonable ranges of several key geometry parameters of the guideway are also obtained. Results show that the vehicle-guideway dynamic responses change nonlinearly with an increase of the guideway span, and especially the guideway dynamic performances can be effectively improved by reducing the guideway span; based on a comprehensive consideration of all performance indices of the SMVGS, the deflection-span ratio of the suspended monorail guideway is finally recommended to be 1/1054~1/868. The train load could cause a large bending deformation of the pier, which would intensify the car-body lateral displacement and decrease the vehicle riding comfort; to well limit the bending deformation of the pier, its cross-section dimension is suggested to be more than 0.8 m×0.8 m. The addition of the track irregularity amplitude has small influences on the displacements and stress of the guideway; however, it would significantly increase the vehicle-guideway vibrations and rate of load reduction of the driving tyre.

• 한국해양공학회지
• /
• 제29권5호
• /
• pp.386-391
• /
• 2015

The mobility of tracked vehicles is mainly influenced by the interaction between the tracks and soil. When the track of a tracked vehicle rotates, there will be a slip effect between the track and the soil, which creates a track shear force and the vehicle’s driving force. In this paper, the modeling of a working tool such as a trenching cutter and a tracked vehicle that is the lower frame of a track-based operating robot was performed. In addition, a numerical simulation was executed to verify the performance of the design objectives and the motion characteristics of the combined system.

• 한국지반공학회논문집
• /
• 제31권9호
• /
• pp.29-38
• /
• 2015

이 연구에서는 열차가 교량 접속부를 통과하면서 발생되는 동적상호작용 문제를 유한요소해석프로그램을 이용하여 검토하였다. 해석대상구간에서의 궤도틀림조건은 부등침하량을 삼각함수를 이용하여 이상화하고, 철도공사 선로 보수기준을 만족하는 최대 궤도틀림 한계치를 해석조건으로 설정하였다. 해석대상이 되는 접속부 구조물의 체결장치 아래 부분은 모두 3차원 입체요소로 모형화하였으며, 해석비용을 줄이기 위하여 1/2 궤도부분만을 모형화하였다. 경계조건은 평면변형률상태에 준하는 것으로 차량-궤도 동적상호작용해석을 수행하였다. 국내 콘크리트궤도용 표준 접속부에서의 궤도틀림에 따른 열차 주행시 동적상호작용해석을 수행하여 윤중감소율과 차체수직진동가속도를 살펴보았으며, 접속부의 시멘트 안정처리골재, 일반골재, 일반토사구간에서의 발생된 최대 Mises응력으로 동적거동을 평가하였다.

• 한국자동차공학회논문집
• /
• 제9권1호
• /
• pp.205-215
• /
• 2001

In this study, modeling and analysis procedure for the dynamic analysis of a high mobility tracked vehicle system were studied. The vehicle model used in this investigation is assumed to be consist of two kinematically decoupled subsystems. The chassis subsystem consists of chassis frame, sprocket, support rollers, road wheels, idler wheel, road wheel arms and idle wheel arm, while the track subsystem is represented as a closed kinematic chain consisting of track links and end connectors interconnected by revolute joints with bushing. Nonlinear contact force module describing the interaction between track link, and sprocket, idler wheel, road wheel, support roller, ground was used. The effects of road wheel arms and idler wheel arm due to tension adjuster are also considered.

• 대한기계학회논문집A
• /
• 제25권10호
• /
• pp.1678-1683
• /
• 2001

The mobility of tracked vehicles is mainly influenced by the interaction between tracks and soil, so that the characteristics of their interactions are quite important fur the tracked vehicle study. In particular, the track tension is closely related to the maneuverability of tracked vehicles and the durability of tracks and suspension systems. In order to minimize the excessive load on the tracks and to prevent the peal-off of tracks from the road-wheels, the Dynamic Track Tensioning System (DTTS) which maintains the optimum track tension throughout the maneuver is required. It consists of track tension monitoring system, track tension controller and hydraulic system. In this paper, a dynamic track tensioning system is developed for tracked vehicles which are subject to various maneuvering tasks. The track tension is estimated based on the idler assembly model. Using the monitored track tension and con sidering the highly nonlinear hydraulic units, fuzzy logic controllers are designed in order to control the track tension. The track tensioning performance of the proposed DTTS is verified through the simulation of the Multi -body Dynamics tool.

• 한국안전학회지
• /
• 제31권3호
• /
• pp.130-135
• /
• 2016

It is very hard to analyze the train derailment safety quantitatively at the curved section because of the diversified affect parameters including the complex interaction between wheel and rail, the train conditions such as the shape of wheel, suspension system, the track conditions such as the radius of curve, cant, transition curve, and the operation conditions, etc. Two major factors related to the running safety of railway vehicle are classified as the railway vehicle and the track condition. In this study, when the railway vehicle passing through curves of actual track condition of subway line NO.3 in seoul ($Yeonsinnae{\leftrightarrow}Gupabal$), the effect that has influence on running safety depending on rail inclination. The analysis result of 1/40 rail inclination condition is more favorable on running safety than other rail inclination conditions because derailment coefficient and wheel unloading ratio are the lowest.

• 한국산학기술학회논문지
• /
• 제18권3호
• /
• pp.562-568
• /
• 2017

기존 선하역사의 소음 및 진동 문제를 해결하기 위해 제안된 사전 제작형 플로팅 슬래브 궤도는 길이 5m 정도의 슬래브 패널을 공장에서 제작하고 방진장치를 설치하여 일체화한 궤도이다. 이를 통해 별도의 열차 운행 중단 없이 급속 시공이 가능하여 신설역사 뿐 아니라 기존 선하 역사에 적용이 가능한 장점이 있다. 그러나 패널 길이가 5m로 짧아 실제 시공 구간 길이에 따라 다수의 패널이 설치되어야 함에 따라 궤도의 불연속 구간이 많이 발생한다. 또한 플로팅 슬래브 궤도의 작동 원리 상 일반 궤도에 비해 차량 운행으로 인한 과도한 변위가 발생할 여지가 있고 기존 궤도와의 접속부에서의 지지강성 차이로 인해 동적 불안정성이 발생할 우려가 있다. 본 연구에서는 사전 제작형 플로팅 슬래브 궤도에 대해 차량-궤도 상호작용 해석을 수행하여 윤중변동율, 차체가속도, 레일응력 및 상압력의 검토를 통해 동적 안정성을 확인하였다. 검토 결과 플로팅 궤도 구간 내에서의 동적 안정성은 확보하는 것으로 나타났지만 기존 궤도와의 접속부에서는 일부 기준을 초과하는 것으로 나타나 이를 해소하기 위한 방진장치 배치 방안을 제시하였다.

• 한국강구조학회 논문집
• /
• 제12권6호
• /
• pp.727-736
• /
• 2000

본 연구에서는 궤도의 좌굴해석 및 그 결과를 통해 열차하중이 직선 및 곡선 장대레일 궤도의 온도좌굴 거동에 미치는 영향에 대해 평가하였다. 차량을 고려한 온도좌굴 해석은 바퀴하중하에서 장대레일 궤도의 수직 처짐에 기인한 상향처짐을 결정하기 위해 유사정적 하중모델을 가정하였으며, 차량의 무게와 속도, 궤도의 곡률, 캔트, 그외의 열차와 궤도의 동적인 상호작용으로 인한 횡방향하중은 열차의 수직하중에 대한 수평하중 비에 포함하여 수행하였다. 수치적 해석을 통해 장대레일의 상부 및 하부좌굴온도를 구하였고, 이런 해석결과들을 기존의 열차하중을 포함하지 않은 정적 좌굴해석결과들과 비교하였다.