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车辆制动作用下的车辆-路面-桥梁系统随机振动分析 被引量:17
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作者 殷新锋 方志 《计算力学学报》 EI CAS CSCD 北大核心 2010年第5期936-941,共6页
视车辆、路面体系和桥梁为整个系统,将车辆模拟成弹簧和阻尼器连接的多刚体,沥青路面层模拟成Kel-vin模型支承的无限长梁,混凝土路面和主梁一起模拟成Euler-Bernoulli梁。应用弹性系统动力学总势能不变值原理和形成矩阵的"对号入座... 视车辆、路面体系和桥梁为整个系统,将车辆模拟成弹簧和阻尼器连接的多刚体,沥青路面层模拟成Kel-vin模型支承的无限长梁,混凝土路面和主梁一起模拟成Euler-Bernoulli梁。应用弹性系统动力学总势能不变值原理和形成矩阵的"对号入座"法则,建立了系统的竖向运动方程;并运用协方差等效方法模拟了车轮随机输入非平稳时域模型。研究了车辆制动作用下的车辆-路面-桥梁耦合系统的振动特性。计算表明:在其他条件相同时,刹车时,混凝土路面层对应的冲击系数为沥青路面层所对应系数的1.31倍;刹车时间为0.3s时对应的冲击系数为刹车时间0.6s所对应的1.29倍;路面的不平状况加剧了车辆制动作用时对桥梁冲击系数的影响。 展开更多
关键词 车辆-路面-桥梁单元 沥青路面 混凝土路面 协方差等效 弹性支承
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车辆-路面-桥梁系统竖向振动分析
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作者 方志 殷新锋 彭献 《工程力学》 EI CSCD 北大核心 2008年第11期92-99,共8页
视车辆、路面体系和桥梁为整个系统,将车辆模拟成弹簧和阻尼器连接的多刚体,沥青路面层视为Kelvin模型及其上的无限长梁,混凝土路面和主梁一起模拟成Euler-Bernoulli梁。应用弹性系统动力学总势能不变值原理和形成矩阵的"对号入座&... 视车辆、路面体系和桥梁为整个系统,将车辆模拟成弹簧和阻尼器连接的多刚体,沥青路面层视为Kelvin模型及其上的无限长梁,混凝土路面和主梁一起模拟成Euler-Bernoulli梁。应用弹性系统动力学总势能不变值原理和形成矩阵的"对号入座"法则,建立了系统的竖向运动方程;并运用协方差等效方法模拟了车轮随机输入非平稳时域模型。研究了弹性支承下的车辆-路面-桥梁耦合系统的振动特性。计算表明:在其他条件相同时,混凝土路面层所对应的冲击系数约为沥青路面层所对应冲击系数的1.35倍;刚性支承对应的冲击系数约为弹性支承对应冲击系数的1.60倍,但当车速大于33.4m/s时,橡胶支座对冲击系数的影响就较小。 展开更多
关键词 车辆-路面-桥梁单元 沥青路面 混凝土路面 协方差等效 弹性支承 竖向振动
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春融期重载车辆-路面-路基垂向动力分析模型 被引量:10
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作者 张锋 冯德成 +2 位作者 凌贤长 王子玉 朱占元 《中国公路学报》 EI CAS CSCD 北大核心 2011年第4期7-14,86,共9页
针对季节冻土区春融期重载车辆作用下道路病害突出的问题,以三轴重载汽车为例,建立季节冻土区春融期重载车辆-路面-路基体系垂向动力学物理模型;基于D' Alembert原理推导了重载车辆、路面和路基冻结层的振动微分方程,并采用Wilson-... 针对季节冻土区春融期重载车辆作用下道路病害突出的问题,以三轴重载汽车为例,建立季节冻土区春融期重载车辆-路面-路基体系垂向动力学物理模型;基于D' Alembert原理推导了重载车辆、路面和路基冻结层的振动微分方程,并采用Wilson-θ法对动力方程求解。数值仿真结果表明:建立的路面-路基体系模型能够反映季节冻土区春融期路基呈层状分布且刚度软化的特性;随着车体质量增加和路基融化层刚度的降低,路面振动位移平均峰值和路面振动加速度平均峰值基本呈线性增加;车辆行驶速度增大,路面振动加速度平均峰值增大,优势频段数目增多、优势频率增大;路面振动位移平均峰值呈锯齿型;路基冻结层厚度增加,路面振动位移平均峰值和路面振动加速度平均峰值降低,当其厚度大于0.3 m后趋于稳定。 展开更多
关键词 道路工程 重载车辆-路面-路基垂向动力分析模型 数值模拟 路面振动响应 春融期
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车辆-沥青路面耦合系统相互作用研究 被引量:5
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作者 银花 李懿 《振动与冲击》 EI CSCD 北大核心 2013年第20期107-112,共6页
在路面随机激励的时域仿真模型上选用双自由度的四分之一车辆振动模型建立了车辆-路面振动模型。同时基于分数阶导数沥青混合料粘弹性模型,建立了沥青路面结构二维有限元模型,并通过车辆与路面之间的几何和力学耦合关系,推导出车辆-路... 在路面随机激励的时域仿真模型上选用双自由度的四分之一车辆振动模型建立了车辆-路面振动模型。同时基于分数阶导数沥青混合料粘弹性模型,建立了沥青路面结构二维有限元模型,并通过车辆与路面之间的几何和力学耦合关系,推导出车辆-路面耦合系统的分数阶动力学状态方程,求解其动态响应。在此基础上进行了车辆-沥青路面耦合系统相互作用的数值分析。分析表明,通过动态模量试验,采用分数阶导数三元件模型描述沥青混合料的动态粘弹性能进行路面数值模拟,更接近于路面结构实际的动态响应;路面平整度对随机动载荷的大小其决定作用,路面等级的降低会增加路面的动变形,进而会加速路面不平整度的发展及路面的破坏,应控制好路面平整度及施工质量,加强路面养护。 展开更多
关键词 沥青混合料 分数阶导数 粘弹性 路面不平整度 车辆-路面相互作用
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高速公路路面凹陷变形引起的车辆振动水平分析 被引量:9
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作者 周华飞 蒋建群 +1 位作者 张土乔 徐江平 《振动与冲击》 EI CSCD 北大核心 2004年第2期55-57,7,共4页
本文将高速公路路面凹陷变形假设为Ricker小波函数 ,将车辆简化为两自由度的振动系统 ,分析了由于路面凹陷变形引起的车辆振动水平。从而为研究车辆 -路面的动力相互作用问题提供了基础性成果 ,也为在高速公路的设计、施工和养护中的应... 本文将高速公路路面凹陷变形假设为Ricker小波函数 ,将车辆简化为两自由度的振动系统 ,分析了由于路面凹陷变形引起的车辆振动水平。从而为研究车辆 -路面的动力相互作用问题提供了基础性成果 ,也为在高速公路的设计、施工和养护中的应用提供了有益的资料。 展开更多
关键词 高速公路 凹陷变形 车辆振动 Ricker小波函数 车辆-路面 动力相互作用
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车辆路面计算机仿真系统中的沥青路面应力应变分析 被引量:7
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作者 李怀璋 余群 《农业机械学报》 EI CAS CSCD 北大核心 2001年第4期1-3,10,共4页
以半刚性基层沥青路面为对象 ,研究了路面的应力应变模型和计算方法。通过分析沥青路面层的变形过程 ,建立了半刚性基层沥青混凝土路面的 Vanderpoel粘弹性分析模型。将有限元数值计算方法和粘弹性力学理论有机地结合起来 ,用于半刚性... 以半刚性基层沥青路面为对象 ,研究了路面的应力应变模型和计算方法。通过分析沥青路面层的变形过程 ,建立了半刚性基层沥青混凝土路面的 Vanderpoel粘弹性分析模型。将有限元数值计算方法和粘弹性力学理论有机地结合起来 ,用于半刚性基层沥青混凝土路面的应力应变分析 ,通过与传统路面力学的弹性层状体系理论、弹性有限元理论、弹性半空间理论等计算方法的比较 ,并通过大量足尺路面加载试验 。 展开更多
关键词 车辆-路面系统 计算机仿真 应力分析 沥青路面 应力应变模型
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基于车-路系统分析的路面动力学研究方法 被引量:3
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作者 高华 《交通科技》 2007年第2期84-86,共3页
从车-路系统力学作用的角度出发,进行合理简化分解,提出从“车辆对路面的力学作用”和“路面结构力学响应”两方面,利用“车辆竖向振动荷载模型”、“轮胎-路表接触应力模型”以及“路面结构力学响应模型”3个子系统模型来进行路面动力... 从车-路系统力学作用的角度出发,进行合理简化分解,提出从“车辆对路面的力学作用”和“路面结构力学响应”两方面,利用“车辆竖向振动荷载模型”、“轮胎-路表接触应力模型”以及“路面结构力学响应模型”3个子系统模型来进行路面动力学研究的技术方法。 展开更多
关键词 车辆-路面系统 路面 动力学
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移动车载下刚性路面板底动应变的分析与测量
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作者 张文斌 王祁 +2 位作者 刘巍 马松林 李新楷 《测试技术学报》 2007年第2期138-143,共6页
把刚性路面建模为黏弹性地基上的板,用三次富立叶变换的分析方法分析了移动车载下刚性路面板底动态应变的响应.在此分析的基础上,建立了实测移动车载下的路面板底拉应变响应的方法,并用5个特殊的混凝土埋入式应变传感器在高速公路上建... 把刚性路面建模为黏弹性地基上的板,用三次富立叶变换的分析方法分析了移动车载下刚性路面板底动态应变的响应.在此分析的基础上,建立了实测移动车载下的路面板底拉应变响应的方法,并用5个特殊的混凝土埋入式应变传感器在高速公路上建立了实测试验环境进行实测试验.对数值仿真结果和实测结果进行比较研究,结果表明两者是基本一致的.给出了切实可行的移动车载下路面动应变响应的分析和测量方法.研究对于预测路面使用寿命、疲劳分析具有重要的实用价值. 展开更多
关键词 车辆-路面接触模型 移动车载 动态应变测量 三次富立叶变换 刚性路面
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Vehicle and terrain interaction based on Adams-Matlab co-simulation 被引量:5
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作者 张晓阳 孙蓓蓓 +1 位作者 孙庆鸿 陈南 《Journal of Southeast University(English Edition)》 EI CAS 2009年第3期335-339,共5页
A kind of construction truck model is built in Adams based on multi-body dynamic theory. The rigid and elastic wheels of tire-soil contact models are proposed based on the Bekker pressure model and the Jonasi shear so... A kind of construction truck model is built in Adams based on multi-body dynamic theory. The rigid and elastic wheels of tire-soil contact models are proposed based on the Bekker pressure model and the Jonasi shear soil model, and they are described in the form of S-function to enhance the calculation efficiency and simulation accuracy. Finally, the interaction of truck and soil is simulated by Adams-Maflab co-simulation to study the influence of soft terrain on the ride comfort of vehicles. The co-simulation results reveal that the terrain properties have a great influence on the ride comfort of vehicles as well as driving speed, road roughness and cargo weight. This co-simulation model is convenient for adding the factor of terrain deformation to the analysis of vehicle ride comfort. It can also be used to optimize suspension system parameters especially for off-road vehicles. 展开更多
关键词 off-road vehicle vehicle terramechanics ride comfort CO-SIMULATION
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Mathematical Models of Tire-Lateral Road Adhesion for Use in Road Vehicle Dynamics Studies 被引量:1
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作者 刘昭度 《Journal of Beijing Institute of Technology》 EI CAS 1997年第1期92-99,共8页
Mathematical models of tire-lateral mad adhesion for use in mad vehicle dynamics studies are set up to express the relations of adhesion coefficients with slip ratio in lateral direction.The models of tire-lateral mad... Mathematical models of tire-lateral mad adhesion for use in mad vehicle dynamics studies are set up to express the relations of adhesion coefficients with slip ratio in lateral direction.The models of tire-lateral mad adhesion revolutionize the Pacejka's model in concept and therefore make it possible for applications in vehicle dynamics studies by the expression of lateral adhesion coefficient as a function of wheel slip ratio,instead of the wheel slip angle,taking into account in the mean time the influences of mad surface condition, vehicle velocity,vertical load,tire slip angle,and wheel camber angle. 展开更多
关键词 mathematical model tire-lateral road adhesion coefficient vehicle dynamics
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Influence of Road Wetness on Tire-Pavement Rolling Resistance
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作者 Jerzy Ejsmont Leif Sjogren +1 位作者 Beata Swieczko-Zurek Grzegorz Ronowski 《Journal of Civil Engineering and Architecture》 2015年第11期1302-1310,共9页
Rolling resistance of tires is one of the most important factors influencing energy consumption of road vehicles, especially on rural roads. For practical reasons, most of rolling resistance measurements are usually p... Rolling resistance of tires is one of the most important factors influencing energy consumption of road vehicles, especially on rural roads. For practical reasons, most of rolling resistance measurements are usually performed for dry road conditions. Based on the fact that roads are wet during a considerable time over the year and as part of the projects MIR/AM, ROLRES and ROSANNE, the TUG (Technical University of Gdafisk) in Poland and VTI (Swedish National Road and Transport Research Institute) in Sweden carried out trailer rolling resistance measurements on wet road surfaces to investigate water film influence on rolling resistance on different pavements. A specially-designed trailer to measure rolling resistance has been used. The test sections were both rural roads and an abandoned airfield equipped with water film sensors mounted in the pavement. Results indicate strong influence of test speed and water film depth, as well as influence of surface texture. The increase of rolling resistance on wet surfaces is caused by both hydrodynamic phenomena and cooling effect of water that decreases tire temperature thus increasing rolling resistance. 展开更多
关键词 Tires rolling resistance road wetness water film
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非平稳行驶条件下重型汽车轮胎动载特性分析 被引量:11
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作者 李金辉 徐立友 张柯柯 《振动与冲击》 EI CSCD 北大核心 2020年第1期109-114,139,共7页
为分析非平稳行驶条件下重型汽车轮胎附加动载特性、探讨与匀速平稳行驶工况下的差异,基于车辆行驶动力学理论,建立三轴重型汽车系统动力学模型和路面非平稳随机激励时域模型,采用MATLAB/Simulink软件仿真分析了车辆非平稳行驶条件下轮... 为分析非平稳行驶条件下重型汽车轮胎附加动载特性、探讨与匀速平稳行驶工况下的差异,基于车辆行驶动力学理论,建立三轴重型汽车系统动力学模型和路面非平稳随机激励时域模型,采用MATLAB/Simulink软件仿真分析了车辆非平稳行驶条件下轮胎动载的响应规律,并与匀速平稳行驶条件下的分析结果进行比较。结果表明:车辆加速时轮胎动载荷幅值变大、减速时动载荷幅值减小;车辆等时通过同一段道路时,匀速平稳行驶时的动载荷较小;随着加速度、初速度和路面不平度的增加,动载荷幅值变大。研究结果可为精确模拟车辆轮胎动载荷、道路友好性分析和路面损伤破坏预测提供参考。 展开更多
关键词 车辆-路面系统动力学 轮胎动载荷 重型汽车 非平稳行驶 仿真分析
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考虑人体动力学模型的座椅自适应控制 被引量:1
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作者 李伟 姜菁珍 陆伟 《华侨大学学报(自然科学版)》 CAS 北大核心 2019年第5期580-586,共7页
为了研究车身振动对人体产生的影响,根据人-车-路系统之间的相互作用关系,建立二分之一人体-车辆-路面九自由度动力学模型.将一种多通道FxLMS自适应控制算法PM-MFxLMS应用于座椅振动主动控制中,在Matlab/Simulink中,建立人-车-路振动主... 为了研究车身振动对人体产生的影响,根据人-车-路系统之间的相互作用关系,建立二分之一人体-车辆-路面九自由度动力学模型.将一种多通道FxLMS自适应控制算法PM-MFxLMS应用于座椅振动主动控制中,在Matlab/Simulink中,建立人-车-路振动主动控制模型,并分别对被动控制、传统FxLMS算法和PM-MFxLMS算法的控制效果进行仿真对比.结果表明:低频振动(0~20 Hz)会导致人体产生共振,采用振动主动控制可以降低共振峰值,改善乘坐舒适性;与传统FxLMS算法相比,PM-MFxLMS算法具有较好的收敛性和稳定性. 展开更多
关键词 座椅 振动主动控制 人体-车辆-路面模型 FXLMS算法 PM-MFxLMS算法
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考虑人体坐姿模型的乘坐舒适性自适应控制研究 被引量:2
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作者 胡启国 陆伟 《汽车技术》 CSCD 北大核心 2019年第11期31-36,共6页
为了研究振动对乘坐舒适性的影响,根据ISO5982:2001(E)推荐的人体坐姿低频振动模型,建立了1/2路面-车辆-座椅8自由度动力学模型。针对传统滤波-X最小均方(FxLMS)算法收敛速度慢的缺点,提出了一种基于小波包变换的多通道FxLMS算法(WP-MFx... 为了研究振动对乘坐舒适性的影响,根据ISO5982:2001(E)推荐的人体坐姿低频振动模型,建立了1/2路面-车辆-座椅8自由度动力学模型。针对传统滤波-X最小均方(FxLMS)算法收敛速度慢的缺点,提出了一种基于小波包变换的多通道FxLMS算法(WP-MFxLMS),并将其应用于座椅振动主动控制。利用MATLAB/Simulink对传统FxLMS、小波包变换FxLMS(WPFxLMS)和WP-MFxLMS进行了仿真,结果表明,系统与人体产生共振的频率范围主要集中在0~20 Hz,采用振动主动控制可以有效抑制共振峰值,提高乘坐舒适性,步长因子和滤波器阶数对主动控制算法影响的对比结果表明,WPMFxLMS具有较好的收敛性和稳定性。 展开更多
关键词 路面-车辆-座椅模型 FxLMS 小波包 振动主动控制
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Ribbon model based path tracking method for autonomous ground vehicles 被引量:10
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作者 陈清阳 孙振平 +1 位作者 刘大学 李晓辉 《Journal of Central South University》 SCIE EI CAS 2014年第5期1816-1826,共11页
To resolve the path tracking problem of autonomous ground vehicles,an analysis of existing path tracking methods was carried out and an important conclusion was got.The vehicle-road model is crucial for path following... To resolve the path tracking problem of autonomous ground vehicles,an analysis of existing path tracking methods was carried out and an important conclusion was got.The vehicle-road model is crucial for path following.Based on the conclusion,a new vehicle-road model named "ribbon model" was constructed with consideration of road width and vehicle geometry structure.A new vehicle-road evaluation algorithm was proposed based on this model,and a new path tracking controller including a steering controller and a speed controller was designed.The difficulties of preview distance selection and parameters tuning with speed in the pure following controller are avoided in this controller.To verify the performance of the novel method,simulation and real vehicle experiments were carried out.Experimental results show that the path tracking controller can keep the vehicle in the road running as fast as possible,so it can adjust the control strategy,such as safety,amenity,and rapidity criteria autonomously according to the road situation.This is important for the controller to adapt to different kinds of environments,and can improve the performance of autonomous ground vehicles significantly. 展开更多
关键词 autonomous ground vehicle path tracking ribbon model
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Vehicle Operating, Accident and User Time Costs in Pavement Management Systems: Approach for Portuguese Conditions 被引量:1
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作者 Bertha Maria Batista dos Santos Luis Guilherme de Picado Santos Victor Manuel Pissarra Cavaleiro 《Journal of Civil Engineering and Architecture》 2011年第8期723-731,共9页
This paper presents a description and analysis of the most important models to predict each of the Road User Costs components (Vehicle Operating Costs, Accident Costs and Value of Time) and proposes a model for esti... This paper presents a description and analysis of the most important models to predict each of the Road User Costs components (Vehicle Operating Costs, Accident Costs and Value of Time) and proposes a model for estimating RUC components suitable for the Portuguese road network. These results are part of a research which aimed to obtain a Road User Cost Model to be used as a tool in road management systems. This model is different from other models by the fact that it includes a simple formulation that allows calibration and calculation of cost parameters, for any year, in a simple and fast way, providing trustworthy results. The required data is already available in Portuguese institutions, allowing periodic revision of cost parameters to insure accuracy. 展开更多
关键词 COSTS pavement management systems time traffic accidents vehicle operations.
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Finite Element Modeling and Parametric Analysis of Pavement Dynamic Responses under Moving Vehicle Load 被引量:3
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作者 LIU Xiaolan ZHANG Xianmin 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2020年第3期490-500,共11页
This paper intends to develop finite element models that can simulate vehicle load moving on pavement system and reflect the pavement response of vehicle and pavement interaction.We conduct parametric analysis conside... This paper intends to develop finite element models that can simulate vehicle load moving on pavement system and reflect the pavement response of vehicle and pavement interaction.We conduct parametric analysis considering the influences of asphalt concrete layer modulus and thickness,base layer modulus and thickness,and subgrade modulus on pavement surface displacement,frequency,and strain response.The analysis findings are fruitful.Both the displacement basin width and maximum value of dynamic surface displacements are larger than those of static surface displacements.The frequency is positively correlated with the pavement structure moduli,and negatively correlated with the pavement structure thicknesses.The shape of dynamic and static tensile strain is similar along the depth of the pavement structure.The maximum value of dynamic tensile strain is larger than that of static tensile strain.The frequency of entire pavement structure holds more significant influence than the surface displacement and strain do.The subgrade modulus has a significant effect on surface displacement,frequency and strain. 展开更多
关键词 pavement dynamic response vehicle load surface displacement FREQUENCY STRAIN
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Application of signal processing and support vector machine to transverse cracking detection in asphalt pavement 被引量:3
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作者 YANG Qun ZHOU Shi-shi +1 位作者 WANG Ping ZHANG Jun 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第8期2451-2462,共12页
Vibration-based pavement condition(roughness and obvious anomalies)monitoring has been expanding in road engineering.However,the indistinctive transverse cracking has hardly been considered.Therefore,a vehicle-based n... Vibration-based pavement condition(roughness and obvious anomalies)monitoring has been expanding in road engineering.However,the indistinctive transverse cracking has hardly been considered.Therefore,a vehicle-based novel method is proposed for detecting the transverse cracking through signal processing techniques and support vector machine(SVM).The vibration signals of the car traveling on the transverse-cracked and the crack-free sections were subjected to signal processing in time domain,frequency domain and wavelet domain,aiming to find indices that can discriminate vibration signal between the cracked and uncracked section.These indices were used to form 8 SVM models.The model with the highest accuracy and F1-measure was preferred,consisting of features including vehicle speed,range,relative standard deviation,maximum Fourier coefficient,and wavelet coefficient.Therefore,a crack and crack-free classifier was developed.Then its feasibility was investigated by 2292 pavement sections.The detection accuracy and F1-measure are 97.25%and 85.25%,respectively.The cracking detection approach proposed in this paper and the smartphone-based detection method for IRI and other distress may form a comprehensive pavement condition survey system. 展开更多
关键词 asphalt pavement transverse crack detection vehicle vibration support vector machine classification model
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Evaluation of vehicle damage involved in road crashes based on quantificated model
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作者 范艳辉 许洪国 姜华平 《Journal of Coal Science & Engineering(China)》 2008年第2期343-346,共4页
Based on economics theory,social value loss caused by vehicle involved in crashes as well as various factors influencing on it were analyzed,the corresponding mi- cro-econometrics model was theoretically given.Moreove... Based on economics theory,social value loss caused by vehicle involved in crashes as well as various factors influencing on it were analyzed,the corresponding mi- cro-econometrics model was theoretically given.Moreover,the practicability of the model, the veracity and rationality of quantification were analyzed.Based on probability theory and mathematical statistical theory,macro approach to evaluating vehicle damage in crashes was presented,and the corresponding macro-econometrics model was con- structed.In addition,the macro-econometrics model was utilized to assess economic loss from statistical data of vehicle damaged in crashes,which has shown that the model can meet the demand of quantification analysis of vehicle damage,and be applied to the evaluation of economic loss caused by crashes.The results in this paper will be of practic- al significance for scientific,comprehensive and rational evaluating socio-economic loss caused by road crashes. 展开更多
关键词 vehicle damage road crash quantification macro-econometrics model micro-econometrics model EVALUATION
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Adaptive Resource Allocation Algorithm for Internet of Things with Bandwidth Constraint 被引量:1
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作者 李征 刘开华 +1 位作者 苏育挺 马永涛 《Transactions of Tianjin University》 EI CAS 2012年第4期253-258,共6页
In order to improve the transmission accuracy and efficiency of sensing and actuating signals in Internet of Things (loT) and ensure the system stability, an adaptive resource allocation algorithm is proposed, which... In order to improve the transmission accuracy and efficiency of sensing and actuating signals in Internet of Things (loT) and ensure the system stability, an adaptive resource allocation algorithm is proposed, which dynami- cally assigns the network bandwidth and priority among components according to their signals' frequency domain characteristics. A remote sensed and controlled unmanned ground vehicle (UGV) path tracking test-bed was devel- oped and multiple UGV's tracking error signals were measured in the simulation for performance evaluation. Results show that with the same network bandwidth constraints, the proposed algorithm can reduce,, the accumulated and maximum errors of UGV path tracking by over 60% compared with the conventional static algorithm. 展开更多
关键词 Intemet of Things bandwidth constraint adaptive resource allocation sampling rate scheduling
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