共查询到20条相似文献,搜索用时 171 毫秒
1.
对转向系的要求汽车转向系是保证汽车安全行驶的重要装置之一,因此要求它工作可靠,操纵要轻便灵活,要保证转向车轮的转向运动规律正确稳定,并且要使车轮在转向时只滚动不滑动。转向机构还应能减弱或避免地面施加在转向车轮上的冲击力传到转向盘上,同时又要使驾驶员通过转盘对转向过程中车轮与地面之间的运动情况保持适当的"路感"。当汽车发生碰撞时,转向装置应能减轻或避免对驾驶员的 相似文献
2.
3.
4.
5.
6.
7.
8.
9.
本文主要叙述了车轮外倾的力学特性对汽车转向运动、直线行驶稳定性、轮胎的异常磨损等的影响,并介绍了有关智能汽车车辆侧滑检验的功能。 相似文献
10.
汽车设计时,需要考虑很多参数。悬架系统的多重功用,使设计工作很复杂,需要考虑的因素决不仅仅是一些基本的几何结构,耐久性、维护性、轮胎磨损、有效空间及生产成本等都是关键要素。恰当的车轮定位可以保证转向轻便、乘坐舒适、轮胎寿命长、路面震动小。车轮定位主要包括主销后倾、车轮外倾和车轮前束等。 车轮定位不当的后果 车轮的各定位角可使车辆载荷能合理地分配在各运动部件上,并使转向轻 相似文献
11.
郭昭赢 《筑路机械与施工机械化》2020,(1):112-115,120
为了实现双幅转体桥在共同使用一个转体墩和一套转体系统的情况下成功转体,通过在双幅桥的梁间设置连接横梁及在墩顶桥面设置临时横向斜拉塔等措施,以有限元分析的方法结合实际工况,确定连接横梁及临时斜拉塔的设计参数,建立连接横梁及临时斜拉塔的计算模型,得出横梁及临时斜拉塔在转体各阶段的受力理论数据;通过在现场设置应力计等方式,实时收集转体各阶段横梁及临时斜拉塔的受力情况。通过对比理论数据与实际采集的数据后得出结论,采用以上措施能够实现双幅转体桥单支点同时转体施工,并且转体梁的横向变形及稳定均满足施工安全要求。 相似文献
12.
Shape Optimization of Elliptical Road Containers Due to Liquid Load in Steady-State Turning 总被引:1,自引:0,他引:1
G. Popov Research Associate S. Sankar Professor Director T.S. Sankar Professor 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》1996,25(3):203-221
A numerical analysis of liquid load in elliptical road containers undergoing a steady-state turning manoeuvre is presented for containers of unrestricted size and for containers of fixed capacity. The liquid load is expressed in terms of the horizontal and vertical forces and the overturning moment created by these forces around the middle bottom point of the container. The moment is obtained by integrating the liquid free-surface equation and using numerical calculation of the resulting expressions. An optimization study with an objective to minimize the peak overturning moment is performed on containers of fixed capacity to identify the optimal height/width ratio of the container. The results of this investigation being of a general nature, i.e. with no restriction for an application, are particularly intended for road tankers under a steady turning manoeuvre, where they can be applied with high degree of accuracy. 相似文献
13.
John Jowhell Villegas Wael K.M. Alhajyaseen Hideki Nakamura Azusa Goto 《国际交通安全学会研究报告》2018,42(4):230-239
Signalized intersections are one of the key elements that play a vital role at road networks. The efficiency and safety levels of intersections can affect the operational performance of the whole system. In general, turning traffic, especially median-turning, has always been considered as the most problematic movement in the operation of intersections. This becomes more critical with high turning demand where exclusive turning lanes (single or double) can be assigned to provide larger capacities for these movements and to reduce conflicts with through traffic. However, improper treatment of median-turn lanes could create cross-maneuvering behavior which may limit the expected increase in capacity and create safety issues. Median-turning lane markings are commonly provided at intersections in Japan to guide drivers while turning which is expected to reduce the conflicts among turning traffic. Meanwhile, in the Philippines, exclusive median-turn lanes are installed at intersections without proper treatment which may contribute to the low mobility and safety levels. Therefore, this study evaluated the impact of inside intersection lane markings on the operation of median-turn lanes in terms of mobility and safety. The vehicle maneuver, speed and interactions between the turning traffic were utilized as essential components for the assessment. The empirical analysis shows that conflicting trajectories were present on double turn lanes without median-turn lane markings in the Philippines, which resulted to serious conflicts among the turning vehicles and negatively influenced the turning speed and saturation flow rate of the turn lanes. On the other hand, the turn lane markings in Japan, provided a positive impact to mobility and safety of the turning lanes. Moreover, it was also found that the geometric characteristics and traffic signal phasing scheme highly affects the capacity and safety condition of signalized intersections. 相似文献
14.
15.
由于机场航空限高60 m的要求,宁波中兴大桥主桥采用了大跨度矮塔斜拉桥的设计方案,其V形钢主塔施工采用桥面上拼装然后竖转成型的施工方法。钢主塔竖转施工是主桥施工的一个重点与难点,着重介绍了钢主塔的吊装节段划分与竖转施工的主要步骤。根据施工步骤进行了主塔竖转过程的结构整体分析,得到了钢主塔及临时结构的整体受力特性。为进一步验证钢主塔竖转过程结构的安全性,对关键节点-竖转上转餃、下转铉以及上对拉较进行了有限元仿真分析,得到了关键节点的局部应力与变形。结构的整体与局部分析结果有效验证了钢主塔竖转过程中结构的强度与刚度能够满足相关规范的要求。 相似文献
16.
17.
混凝土搅拌运输车行驶稳定性分析 总被引:4,自引:0,他引:4
针对混凝土搅拌运输车在行驶过程中,由混凝土偏心力矩引起整车重心位置变化,从而对车辆的行驶稳定性、车辆两侧轮胎所受载荷及拐弯行驶侧翻临界速度造成的影响进行分析,得到车辆在各种行驶状况下左右轮的承载百分比、车辆在拐弯状况下的侧翻临界速度和安全车速。结果表明:在行驶过程中,右旋搅拌车左右轮胎负荷较均匀;在拐弯半径一定的条件下,左旋车左拐弯最易翻车,右旋车右拐弯次之,拐弯时应在安全车速范围内行驶。 相似文献
18.
可直接计算转向流量的改进型DIAL交通分配算法 总被引:5,自引:1,他引:5
为了在交通分配中直接计算转向流量而不是通过事后推算获取,利用转向—路段拓扑关系及其衍生路段上流量守恒的规律,对Logit交通分配中最常用的DIAL算法进行改进。改进后的DIAL算法既继承了原算法的基本结构和全部优点,又可在得到路段流量的同时直接计算转向流量,且能避免传统的FURNESS、FRATOR等事后推算模型在进行路段流量至转向流量迭代推算时的过大计算量及其他缺点。最后通过一个经典算例验证了该算法的有效性。 相似文献
19.
从研究行人安全的角度出发,简要介绍了行人交通冲突技术及冲突成因,通过实例调查分析,探讨了交叉口信号配时对行人安全的影响以及闯红灯人数与行人冲突的关系,建立了行人绿信比与闯红灯比例、行人绿灯时转弯车与行人冲突数的关系模型,分析了行人冲突特性,用一种潜在事故指标表征行人安全.最后,针对存在的问题提出了相应的行人安全改善措施,并对3种冲突改善措施的效果进行了对比,得出相关结论. 相似文献
20.
双前桥转向系统瞬时转动中心理论分析及二轴转角的确定 总被引:1,自引:0,他引:1
建立了双前桥转向系统瞬时转动中心的数学模型,进行了理论分析和数学公式推导,得出了转动中心位置的一般公式以及一轴、二轴转角关系式。以某车型为例讨论了二轴转角、偏移和转动半径分别在不同双后轴距离处以及一轴不同转角条件下的变化规律。结果表明,瞬时转动中心不在后二轴中心线上,而是相对后二轴中心向后偏移,且偏移量随后二轴轴距增大而增大;前一轴转角对于瞬时转动中心的影响不大。转向半径随着后二轴轴距增大而增大;当一轴转角较小时,转向半径变化很大,当一轴转角最大时转向半径达到最小。 相似文献