排序方式: 共有168条查询结果,搜索用时 31 毫秒
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轮胎均匀性对牵引车行驶平顺性影响试验研究 总被引:1,自引:0,他引:1
针对某重型卡车行驶至70 km/h附近时存在严重异常振动现象,本文阐述了轮胎均匀性各项指标及影响因素,并通过道路试验的方法,得到了车辆在装配不同均匀性等级轮胎状态下,各车速驾驶室地板位置的加权加速度均方根值,结果表明,轮胎均匀性对汽车行驶平顺性的影响较为明显。本文为汽车整车及轮胎的匹配设计提供了依据,也为解决卡车异常振动问题提供了方向。 相似文献
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《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(3):197-227
Modeling of tire friction is one of the central problems for vehicle control systems design. LuGre-type dynamic tire model has been proposed and well discussed in previous studies, because it offers a compact form of dynamic model that is convenient in advanced control studies. It has been successfully used in tire slip control design and vehicle state estimation problems. In this article, a concept of time-constrained Stribeck effect is introduced to interpret the mechanism of the LuGre friction model in predicting tire friction characteristics. A modified two-dimensional (2D) dynamic LuGre friction model is introduced to make it compatible with the governing theorem in the steady state. An analytical 2D modified LuGre-type dynamic tire model is developed, in which some fundamental limitations of classical LuGre models are eliminated. The main modifications involve a change in the structure of the 2D LuGre friction model, introduction of load-dependent parameters in 1D and 2D tire models, and a changed structure in the distributed parameter model. The proposed model is compared, in the steady state, to both the Magic Formula and the classical LuGre model. It improves model accuracy in the steady state and gives a physically reasonable distribution of the bristle deflection. A first-order lumped parameter (LP) nonlinear model, which has simpler structure than the distributed parameter model and the classical LP LuGre model, is then derived. Numerical simulations show that the proposed LP model has a good estimation for tire transient dynamics. Thus, the proposed model retains the merits of LuGre-type models and improves the agreement with observation and experimental data on friction force distribution along the patch and on the steady-state friction prediction. 相似文献
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山区公路沥青路面基面层滑移破坏研究 总被引:15,自引:1,他引:15
针对山区公路沥青路面常见的基面层滑移破坏,为了提出有效的防治对策,首先,进行了现场调查和非均布荷载作用下的三维有限元计算。分析认为基面层滑移破坏的主要原因是沥青面层厚度较小、超载、高温、路线频繁的变坡以及施工质量较差;从而采用不同的层间处理措施进行了层间滑移室内模拟试验,并对不同温度下的层间抗剪强度进行了比较。结果表明:SBR乳化沥青具有较好的层间粘结能力和温度稳定性。最后,确定了层间抗剪设计指标,提出了基面层间采用SBR乳化沥青处理、进行层间抗剪验算、提高施工质量以及合理设计路线等防止基面层滑移的技术措施。 相似文献
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