• Title/Summary/Keyword: 횡방향 안정성

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Adaptive Variable Weights Tuning in an Integrated Chassis Control for Lateral Stability Enhancement (횡방향 안정성 향상을 위한 통합 섀시 제어의 적응 가변 가중치 조절)

  • Yim, Seongjin;Kim, Wooil
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.40 no.1
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    • pp.103-111
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    • 2016
  • This paper presents an adaptive variable weights tuning system for an integrated chassis control with electronic stability control (ESC) and active front steering (AFS) for lateral stability enhancement. After calculating the control yaw moment needed to stabilize a vehicle with a controller design method, it is distributed into the tire forces generated by ESC and AFS using weighted pseudo-inverse-based control allocation (WPCA). On a low friction road, lateral stability can deteriorate due to high vehicle speed. To cope with the problem, adaptive tuning rules on variable weights of the WPCA are proposed. To check the effectiveness of the proposed method, a simulation was performed on the vehicle simulation package, CarSim.

Development of Vehicle Integrated Dynamics Control System with Brake System Control (제동 장치를 이용한 차량통합운동제어시스템 개발)

  • Song, Jeonghoon
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.41 no.7
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    • pp.591-597
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    • 2017
  • This study is to develop a vehicle Integrated Dynamics Control System(IDCB) that can stabilize the lateral dynamics and maintain steerability. To accomplish this task, an eight degree of freedom vehicle model and a nonlinear observer are designed. The IDCB independently controls the brake systems of four wheels with a fuzzy logic control and a sliding model control. The result shows that the nonlinear observer produced satisfactory results. IDCB tracked the reference yaw rate and reduced the body slip angle under all tested conditions. It indicates that the IDCB enhanced lateral stability and preserved steerability.

Design of a Mechanism to Increase Lateral Stability of Mobile Robot (이동로봇의 횡방향 안정성 증대를 위한 기구)

  • 정상국;최용제
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2004.10a
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    • pp.1148-1153
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    • 2004
  • This paper presents the mechanism to increase lateral stability of a mobile robot using an energy stability margin theory. Previous measure of stability used in a wheeled mobile robot has been based on a static stability margin. However, the static stability margin is independent of the height of the robot and does not provide sufficient measure for the amount of stability when the terrain is not a horizontal plane. In this work, the energy stability margin theory, which is dependent on robot's height is used to develop a 2 dof mechanism to increase lateral stability. This proposed mechanism shifts the center of gravity of the robot to the point where the energy stability margin is maximized and overall stability of the robot equipped with this mechanism will be increased.

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Analysis of Trench Slope Stability in Permafrost Regions According to the Vertical and Horizontal Angle of Slope (동토지반에서 종방향 및 횡방향 사면의 경사에 따른 트렌치 안전성 분석)

  • Kim, Jong-Uk;Kim, Jung-Joo;Jafri, Turab H.;Yoo, Han-Kyu
    • Journal of the Korean Institute of Gas
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    • v.21 no.1
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    • pp.27-33
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    • 2017
  • In this study, the stability of trench slope was analysed in summer and winter seasons for the construction of pipelines in permafrost regions. The construction standards of Korea, Russia and UK were compared for obtaining an optimum trench shape for a pipeline of 30 in. diameter. Using the geotechnical properties of soil in Yakutsk (Russia), the stability of trench slope was analysed using Strength Reduction Method (SRM) according to the horizontal slope angle values of $0^{\circ}$, $10^{\circ}$, $20^{\circ}$ and $30^{\circ}$ and vertical slope angle values of $20^{\circ}$, $30^{\circ}$ and $40^{\circ}$. In both seasons, an increase in the slope angle results in a decrease in the factor of safety. The results show that horizontal slope angle of $30^{\circ}$ was not safe in summer season. At the vertical slope angle of $20^{\circ}$, trench side failure was observed, whereas, ground slope failure was observed at the vertical slope angles of $30^{\circ}$ and $40^{\circ}$. Due to the solidification of pore water at temperatures below $0^{\circ}C$, cementation of soil particles take place. Therefore, the trench slope was found to be stable in the winter season at all vertical and horizontal slop angles, except for special load cases and abrupt temperature changes.

Lateral Stability Control for Rear Wheel Drive Vehicles Using Electronic Limited Slip Differential (전자식 차동 제한장치를 이용한 후륜구동 차량의 횡방향 안정성 제어)

  • Cha, Hyunsoo;Yi, Kyongsu
    • Journal of Auto-vehicle Safety Association
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    • v.13 no.3
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    • pp.6-12
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    • 2021
  • This paper presents a lateral stability control for rear wheel drive (RWD) vehicles using electronic limited slip differentials (eLSD). The proposed eLSD controller is designed to increase the understeer characteristic by transferring torque from the outside to inside wheel. The proposed algorithm is devised to improve the lateral responses at the steady state and transient cornering. In the steady state response, the proposed algorithm can extend the region of linear cornering response and can increase the maximum limit of available lateral acceleration. In the transient response, the proposed controller can reduce the yaw rate overshoot by increasing the understeer characteristic. The proposed algorithm has been investigated via computer simulations. In the simulation results, the performance of the proposed controller is compared with uncontrolled cases. The simulation results show that the proposed algorithm can improve the vehicle lateral stability and handling performance.

Analysis of Lateral Behavior of PSC Bridge Girders under Wind Load During Construction (시공 중 풍하중에 의한 PSC 교량 거더의 횡방향 거동 해석)

  • Lee, Jong-Han;Kim, Kyung Hwan;Cho, Baiksoon
    • Journal of the Korea Concrete Institute
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    • v.27 no.4
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    • pp.377-385
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    • 2015
  • The span-lengthening of PSC I girder has increased the risk of lateral instability of the girder with the increases in the aspect ratio and self-weight of the girder. Recently, collapses of PSC I girder during construction raise the necessity of evaluating the lateral instability of the girder. Thus, the present study evaluated the lateral behavior and instability of PSC I girders under wind load, regarded as one of the main causes of the roll-over collapse during construction. Lateral instability of the girder is mainly dependent on the length of the girder and the stiffness of the support. The analysis results of this study showed the decrease in the critical wind load and the increase in the critical deformation and angle of the girder, leading to the lateral instability of the girder. Finally, this study proposed analytical equations that can predict the critical amount of wind load and lateral deformation of the girder, which would provide quantitative management values to maintain lateral stability of PSC I girder during construction.

Parametric Design of Contact-Free Transportation System Using The Repulsive Electrodynamic Wheels (반발식 동전기 휠을 이용한 비접촉 반송 시스템의 변수 설계)

  • Jung, Kwang Suk
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.3
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    • pp.310-316
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    • 2016
  • We propose a novel contact-free transportation system in which an axial electrodynamic wheel is applied as an actuator. When the electrodynamic wheel is partially overlapped by a fixed conductive plate and rotates over it, three-axis magnetic forces are generated on the wheel. Among these forces, those in the gravitational direction and the lateral direction are inherently stable. Therefore, only the force in the longitudinal direction needs to be controlled to guarantee spatial stability of the wheel. The electrodynamic wheel consists of permanent magnets that are repeated and polarized periodically along the circumferential direction. The basic geometric configuration and the pole number of the wheel influence the stability margin of a transportation system, which would include several wheels. The overlap region between the wheel and the conductive plate is a dominant factor affecting the stiffness in the lateral direction. Therefore, sensitivity analysis for the major parameters of the wheel mechanism was performed using a finite element tool. The system was manufactured based on the obtained design values, and the passive stability of a moving object with the wheels was verified experimentally.

Aeroelastic Behaviors of Self-anchored Suspension Bridge with Lateral Sag of Main Cable(I) -Focused on the Behavior of Girder- (횡방향 새그를 가진 자정식 현수교의 공탄성 거동(I) -주형의 거동을 중심으로-)

  • Kwon, Soon Duck;Chang, Sung Pil
    • Journal of Korean Society of Steel Construction
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    • v.9 no.2 s.31
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    • pp.259-267
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    • 1997
  • Wind tunnel test results and their interpretations focused on the behavior of girder, which were performed to study the aerodynamic stability of a self-anchored suspension bridge with lateral sag of main cable, are presented in this paper The shape of the girder which has the best aerodynamic stability was selected based on the section model test under uniform and turbulent flow conditions. Good performance of the selected section was confirmed in the full bridge model test. Measured flutter derivatives are presented for further study. Buffeting response was investigated to check the fatigue problem and serviceability of the bridge but it was found to be acceptable from the engineering point of view. Even though the drag coefficient of the girder had high value, the amplitude of the lateral vibration was found to be very low. This may be due to the restraint provided by the lateral sag of the cables.

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Influence on Revetment by Ship-waves Generated by Vessels in Han River (한강 운항 선박에 의해 발생하는 항주파가 호안에 미치는 영향)

  • Kim, Dae-Young;Kim, Yun-Hwan;Park, Nam-Hee;Kim, Chul
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1442-1446
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    • 2008
  • 하천의 호안공법은 과거에는 콘크리트 호안이 위주였으나 현재는 자연친화적인 각종 호안공법들이 개발되어 하천에 시공되고 있다. 이러한 공법들이 적용된 호안들의 수리적 안정성은 호안의 가장 중요한 기능 중 하나이다. 호안의 수리적 안정성은 대하천인 경우에는 흐름방향의 유속에 따른 소류력 이외에 횡방향으로 작용하는 힘을 고려할 필요가 있을 것이다. 횡방향으로 작용하는 외력으로는 바람에 의해 발생하거나 선박이 운항할 때 발생하는 파를 고려해야할 것이다. 본 연구에서는 선박이 운항할 때 발생하는 항주파를 계산하고, 항주파에 따른 처오름을 계산하여 호안에 미치는 파력을 검토하였다. 연구 대상 호안으로는 한강에 시험 시공된 구간을 선정하였는데 이 구간은 34가지 호안공법을 설치하여 시험하고 있다. 항주파의 파력이 호안에 미치는 영향을 알아보기 위해서 유람선과 수상택시를 선정하여 파력을 산정한 결과 유람선은 $25.70kg/m^2$ 수상 택시는 $9.48kg/m^2$으로 계산되었다.

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