农业工程学报
農業工程學報
농업공정학보
2014年
11期
45-52
,共8页
韩愈%孟广伟%黄朝胜%张伟军%李振雷
韓愈%孟廣偉%黃朝勝%張偉軍%李振雷
한유%맹엄위%황조성%장위군%리진뢰
车辆%识别%监测%软路面识别%圆锥指数%滚动阻力%地面力学%车辆机动性
車輛%識彆%鑑測%軟路麵識彆%圓錐指數%滾動阻力%地麵力學%車輛機動性
차량%식별%감측%연로면식별%원추지수%곤동조력%지면역학%차량궤동성
vehicles%identification%monitoring%soft roads identification%cone index%rolling resistance%terramechanics%vehicle mobility
为提高某军用越野车辆在软路面的机动性,提出一种基于滚动阻力实时监测的软路面识别方法。利用软路面测量的特征参数计算出土壤“圆锥指数”(cone index,CI);依据贝克的地面力学“压力-沉陷”公式获得主要由土壤压实阻力构成的车轮滚动阻力系数;通过实时监测车辆和发动机动的运行状态,基于车辆纵向力平衡方程,根据发动机的输出扭矩计算车辆当前行使路面的滚动阻力系数,并与软路面滚动阻力系数临界阈值进行对比。若为软路面则采取车辆软路面的行使模式,使得车辆快速通过。该文实现了车辆对软路面的自我识别,识别率达90%,提高了越野车辆的机动性能。
為提高某軍用越野車輛在軟路麵的機動性,提齣一種基于滾動阻力實時鑑測的軟路麵識彆方法。利用軟路麵測量的特徵參數計算齣土壤“圓錐指數”(cone index,CI);依據貝剋的地麵力學“壓力-沉陷”公式穫得主要由土壤壓實阻力構成的車輪滾動阻力繫數;通過實時鑑測車輛和髮動機動的運行狀態,基于車輛縱嚮力平衡方程,根據髮動機的輸齣扭矩計算車輛噹前行使路麵的滾動阻力繫數,併與軟路麵滾動阻力繫數臨界閾值進行對比。若為軟路麵則採取車輛軟路麵的行使模式,使得車輛快速通過。該文實現瞭車輛對軟路麵的自我識彆,識彆率達90%,提高瞭越野車輛的機動性能。
위제고모군용월야차량재연로면적궤동성,제출일충기우곤동조력실시감측적연로면식별방법。이용연로면측량적특정삼수계산출토양“원추지수”(cone index,CI);의거패극적지면역학“압력-침함”공식획득주요유토양압실조력구성적차륜곤동조력계수;통과실시감측차량화발동궤동적운행상태,기우차량종향력평형방정,근거발동궤적수출뉴구계산차량당전행사로면적곤동조력계수,병여연로면곤동조력계수림계역치진행대비。약위연로면칙채취차량연로면적행사모식,사득차량쾌속통과。해문실현료차량대연로면적자아식별,식별솔체90%,제고료월야차량적궤동성능。
The development of the automotive technology makes the vehicle mobility possible. The current technologies commonly used include active suspension, intelligent differential lock, central tire inflation system, and torque control-based engine technology. These new technologies cannot be applied unless the road character is predicted by the vehicle. Soil support strength “cone index” (CI, pound/inch2) can be classified into 3 categories: 30-75, 75-125, and > 125. Based on the CI classification, the road also can be classified. On the road with CI Category 1, the vehicle usually cannot go through; on the road with CI Category 2, the vehicle can pass through quickly by the soft road pattern; and the road with CI Category 3 can barely affect the mobility of the vehicle. In this study, to identify the soft road, the rolling coefficients threshold based on the experiences was established between Category 1 and Category 2. It assumed that the mobility of the vehicle would be better improved if a vehicle identified the road feature and then adjusted the vehicle-self running at the soft pattern automatically. To increase the mobility of the military off-road vehicle, one identification method of the soft roads based on real-time monitoring of the rolling resistance was put forward. Since the tire barely deformed, it could be regarded as a rigid-body when a vehicle was running on a soft road. The width of the tire could affect the coefficient of the rolling resistance, but the character parameters of soft roads were the major factors affecting coefficient of the rolling resistance. When the vehicle was driven on soft road, the movement of the vehicle could be prevented by soft soil because not all soil counterforce were effective, for example, some of the resistance forces did not produce propulsive force but were consumed to make soil deformation. The character parameters of soft roads in Institute of Changchun Wetland were measured and the CI was calculated. The rolling resistance of a wheel on real compact terrain was calculated based on Bakker’s terramechanics pressure-sinkage equation. The results showed that the rolling resistance was less than 0.03 when the vehicle ran on concrete road, less than 0.1 on hard road, and greater than 0.2 on sand. Therefore, the rolling resistance of 0.2 was considered as the critical value for soft road identification. In a real condition when a vehicle ran on a road, by real-time monitoring the running condition of a vehicle and its engineer on real roads, the coefficient of the rolling resistance could be calculated based on the longitudinal force equation using the engine transient output torsion. If the obtained coefficient of the rolling resistance was greater than 0.2, the vehicle would run at a soft road pattern and pass through the soft road more quickly. In a test study, the accuracy of a vehicle successfully identifying road condition reached 90%, confirming that the rolling resistance-based soft road identification method proposed here was reliable.