• Title/Summary/Keyword: 평지 주행 성능

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Development of Truck Performance Curves for Upgrade on Highways (우리 나라 일반국도의 화물차 성능 곡선 산출식 정립)

  • 최재성;김영록
    • Journal of Korean Society of Transportation
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    • v.19 no.6
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    • pp.119-129
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    • 2001
  • 본 연구는 국내의 화물차(이하 트럭) 특성, 도로 조건과 주행 저항이 고려된 트럭 성능 곡선 산출식의 매개변수를 추정하기 위하여 수행되었다. 이를 위해 국내 대표트럭을 선정하고 경사지 진입속도를 산출하였다. 국내 대표트럭의 선정은 자동차 등록현황 자료를 토대로 하여 트럭 중량/마력비에 대한 누적 분포를 작성하고 이 중에서 주요 차종(적재 중량 11톤 이상)의 총중량은 과적 검문소 자료로 보정하여 이루어졌다. 경사지 진입속도는 도별 평지부 직선 구간을 한 곳씩 선정하여 4차로도로와 2차로도로에서 수집되는 자료를 분석하여 산출하였다. 트럭 성능 곡선 산출식을 정립하기 위해 오르막 한계속도$(V_x)$ 산출식을 정리한 뒤 총중량(W), 엔진성능(P), 경사도(G)는 독려 변수로 k, $f_{rc}$, $f_{rv}$, $\Phi$는 매개변수로 설정하였다. 현장조사를 통해서 오르막 한계속도에 도달한 트럭의 총중량과 엔진성능, 속도, 경사도 등의 자료를 수집하여 매개변수 산출에 이용하였다. 마지막으로 추정된 매개변수를 이용하여 트럭 성능 곡선을 도출하였다.

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Preliminary Study on Automated Path Generation and Tracking Simulation for an Unmanned Combine Harvester (자율주행 콤바인을 위한 포장 자동 경로생성 및 추종 시뮬레이션 기초연구)

  • Jeon, Chan-Woo;Kim, Hak-Jin;Han, XiongZhe;Kim, Jung-Hun
    • Proceedings of the Korean Society for Agricultural Machinery Conference
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    • 2017.04a
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    • pp.20-20
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    • 2017
  • 궤도형 차량의 이동구조는 에너지 소비 측면에서 단점이 있지만 접지압의 감소로 인한 평지 및 야지험지에서도 원활한 주행이 가능한 장점으로 인해 농업분야의 플랫폼에서 많이 사용된다. 곡식을 베는 일과 탈곡하는 일을 한 번에 하는 콤바인도 이러한 무한궤도형 이동구조를 사용한다. 또한 궤도형 차량의 방향전환 및 주행속도 변환은 좌 우 궤도의 회전 속도를 다르게 하여 동시에 제어하기 때문에 정교한 주행 성능을 위해서는 궤도형 차량의 기구학 모델을 고려한 경로 계획이 필요하다. 본 연구에서는 직교형 포장에서 Round harvesting 기법 기반으로 궤도형 차량의 기구학 모델 및 포장정보를 고려한 자율주행 콤바인 경로계획 알고리즘을 개발하고자 하였다. 이를 위해 Labview 기반의 궤도형 차량 시뮬레이션을 구축하여 실제 포장정보를 이용해 생성 된 경로의 적용 가능성을 구명하고자 하였다. 자율주행 콤바인 경로 계획은 콤바인의 길이, 너비, 회전 시 좌 우 궤도의 속도 비, 직진 속도와 회전 속도 비, 회전 각도, 포장의 외부 경계선, 작업 겹침 량, 회경 횟수를 이용하여 좌현 새머리 선회를 포함한 내부 왕복작업 경로를 생성하며 외부 회경 횟수는 2~3회를 가정하였다. 자율주행 시뮬레이션은 차체와 궤도 자체의 미끄러짐과 작동기 지연시간을 단순화 한 궤도형 기구학 모델형태로 구성하였다. 추종 알고리즘은 선견 거리법을 사용하였으며, 측면 변이값과 방향 오차의 선형조합을 이용하여 조향변수를 정의하고 퍼지로직기반으로 좌 우 궤도 속도를 7 단계화하여 조향장치를 모델링하였다. 실험결과 개발 된 경로생성 알고리즘은 실제 취득 된 포장 외부 경계 GPS 위 경도를 이용해 자동으로 생성이 가능하며 간략화 된 콤바인 시뮬레이션에서 직진주행 RMS 위치 오차는 0.05 m, 선회구간에서 직진 구간 진입 시 RMS 위치 오차는 0.11 m, 직진 구간 RMSE 방향 오차는 3.2 deg로 콤바인 예취부 간격인 30 cm보다 작은 위치 오차를 보이며 생성된 경로 전체 추종이 가능함을 나타내었다.

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A New Wheel Design for Miniaturized Terrain Adaptive Robot (험지 주행용 소형 로봇을 위한 바퀴의 설계)

  • Kim, Yoo Seok;Kim, Haan;Jung, Gwang Pil;Kim, Seong Han;Cho, Kyu Jin;Chu, Chong Nam
    • Journal of the Korean Society for Precision Engineering
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    • v.30 no.1
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    • pp.32-38
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    • 2013
  • Small mobile robots which use round wheels are suitable for driving on a flat surface, but it cannot climb the obstacle whose height is greater than the radius of wheels. As an alternative, legged-wheels have been proposed by many researchers due to its better climbing performance. However, driving and climbing performances have a trade-off relationship so that their driving performance should be sacrificed. In this study, in order to achieve both driving and climbing performances, a new transformable wheel was developed. The developed transformable wheel can have a round shape on a flat surface and change its shape into legged-wheel when it makes a contact with an obstacle. For design of the transformable wheel, the performance of legged-wheel was analyzed with respect to the number and curvature of the leg, and then the new transformable wheel was designed based on the analysis. Contrary to the existing transformable wheels that contain additional actuators for the transformation, the developed transformable wheel can be unfolded without any additional actuator. In this study, in order to validate the transformable wheel, a simple robot platform was fabricated. Consequently, it climbed the obstacle whose height is 2.6 times greater than the wheel radius.

Robust Vehicle Lateral Stability Controller Against Road Bank Angles (도로 횡경사 변화에 견실한 차량 횡안정성 제어기 설계)

  • Na, Ho Yong;Cho, KunHee;You, Seung-Han
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.41 no.10
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    • pp.967-974
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    • 2017
  • In this paper, a differential-braking-based yaw moment control system was developed to guarantee robust performance against road bank angle. A new target yaw rate model was established by combining the signal from a lateral acceleration sensor and 2-DOF single track model. In addition, a disturbance observer was utilized to take into account parameter uncertainties in yaw dynamics and to improve robust performance of the controller. CARSIM, which is a multi-DOF vehicle dynamic simulation tool, was used to verify the performance of the proposed controller in various driving scenarios. The simulation results indicate that the stability of the vehicle was robustly maintained by the controller, which is characterized by the reflection of the signal of a lateral acceleration sensor signal and by the compensation of the errors in the model parameters via the disturbance observer.

Implementation of Mobile Robot Platform Based on Attitude Reference System for Pan-tilt Camera Control (팬틸트 카메라 제어를 위한 자세측정 장치 기반 이동로봇플랫폼 구현)

  • Park, Se-Jun
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.16 no.2
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    • pp.201-206
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    • 2016
  • Aircraft have a cross axis of the three each other for maintenance of aircraft position. It is called roll axis, pitch axis and yaw axis. Attitude reference system is a sensor for detecting a change of the three axis. In this paper, mobile robot platform install part of Pan-tilt and HMD attitude reference system, because of we use control camera. The acceleration sensor is very weak a lot of noise to vibration, also problem with data from process of mapping to the data problems to arise. However to solve this problem, we removed the average filter and Cosine Interpolation for Pan-tilt. Using capacity evaluation for outdoor environment for we are proposing. Mobile robot has HMD and equipped Pan-tilt. We control mobile robot camera. In this experiment result is little bit delay happening, however Pan-tilt camera is relatively stable control checking. Also, we will checking any terrain and slopes is no problem for mobile robot driving skills.

Behavior Analysis of Fill Slope by Vehicle Collision on Guardrail (가드레일에 차량 충돌 시 성토사면의 거동분석)

  • Park, Hyunseob;Ahn, Kwangkuk
    • Journal of the Korean GEO-environmental Society
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    • v.15 no.2
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    • pp.67-74
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    • 2014
  • Recently, the number of road construction is increasing by industrial development. According to this industrial tendency, the number of traffic accidents are consistently increasing due to increasing number of vehicle on the road. This is mainly because traffic accidents are occurred by various parameter such as negligence of driver, vehicle defects, state of unstable road, natural environment etc. Lane department of vehicles from guardrail is occurring frequently. This type of accident is caused by vehicle performance improvement and shape of vehicle, weak guardrail installation and maintenance. Guardrail has the purpose on prevention such as prevention of traffic accident and prevention of deviating out of road, minimizing damage of driver and vehicle by collision as well as entry into the road through guardrail. Stability evaluation test of guardrail verifies the behavior of guardrail through the crash of truck. At this time, the crash condition has 100 km/h of velocity and $15^{\circ}$ of impact angle. In the case of ground condition, filling slope condition has relatively high bearing capacity of infinite ground towards the test. Guardrail is generally installed on road of shoulder in fill slope in korea. It is possible for stability problem to deteriorate ground bearing capacity in Guardrail in fill slope. The existed study towards stability of guardrail has been carried out in the infinite ground. However, the study on the behavior of fill slope with guardrail is not performed by vehicle collision. Therefore, In this study, the numerical analysis using LS-DYNA was executed for verification on behavior of fill slope with guardrail through vehicle collision. This numerical analysis was carried out with change of embedded depth on installed guardrail post in shoulder of fill slope by vehicle collision and 8 tonf truck crash providing at NCAN (National Crash Analysis Center). As the result, displacement and stress on fill slope are decreased in accordance with the increase of embedded depth of guardrail post. Ground bearing capacity is deteriorated at depth of 450 mm form shoulder of road on fill slope.