DCT预换档过程建模及换档力优化仿真研究

针对某款6速湿式双离合器自动变速器(DCT)换档过程中同步器的受力情况进行研究,并分析预换档过程中影响换档感受的因素。在此基础上,建立基于Matlab/Simulink的DCT预换档过程动力学模型,对不同换档力进行仿真分析,提出换档力控制策略的优化建议。     

技术聚焦:北美市场的干式双离合器变速器

<正>双离合器变速器(DCT)是由两个离合器组合在一起的自动换档变速器,一个离合器控制奇数档,另一个控制偶数档,让驾驶员更加平顺地换档,没有扭矩迟滞。从一个离合器转换到另一个离合器只需几毫秒。双离合器变速器(DCT)的效率在于它不会像使用行星齿轮结构     

DCT起步与换档仿真分析

以双离合器式自动变速器（DCT）为研究对象,从其典型结构和工作过程入手,建立起步过程的模糊控制器模型,用该模型对起步过程进行仿真,验证出模型的正确性。然后再对换档过程进行仿真,提出改善换档品质的方法。     

湿式双离合器热性能影响因素分析

为了获取DCT变速器湿式双离合器结合过程热影响规律,以某湿式双离合自动变速器为研究对象,借助于Matlab/Simulink仿真分析软件建立湿式双离合器接合过程动力学模型,对离合器接合时摩擦副滑摩热量及钢片温升进行了热影响因素仿真分析,得到离合器接合时间、发动机转速、结合压力和摩擦钢片厚度等因素对摩擦副温度变化的影响规律,为不同摩擦片结构及工作状况时冷却油流量合理配置提供了理论依据。     

双离合器混合动力轻型客车前向式建模与仿真

根据前向建模的思想建立了基于Matlab/Simulink平台的双离合器混合动力轻型客车前向仿真整车模型、双离合器和ISG电机等主要部件模型,模型既可以用踏板信号作为输入来运行,也可以实现循环工况运行。还制定了动力系统控制策略并建立控制策略模型。根据仿真模型,对其控制策略进行仿真研究,得到整车动力性和燃油经济性等仿真结果,验证了该控制策略的可行性。     

变速箱行业的新宠——双离合器DualTronic~自动变速箱(DCT)

多年来,汽车变速箱有两种最主要类型:一种是传统干离合器的手动换档,另一种是由行星齿轮,湿离合器,液力变矩器组成的自动变速器。手动变速的优点是制造成本低,结构简单和效率高;但操作麻烦,换档有顿挫感。自动变速的车驾驶方便舒适但较昂贵又耗油。新技术双离合器DualTronic兼有     

广州雅阁3.0V6维修指南(十三)

⑥ 3档行驶 PCM接通换档控制电磁阀C(换档控制电磁阀A保持接通,B保持断开),并控制A/T离合器压力控制电磁阀B,使之释放LS B压力。CPC阀B中的LS B压力被释放,使2档离合器压力回路中的CPC B压力被释放。换档控制电磁     

新型延安载重车离合器制动器的正确使用与故障排除

新型延安载重车离合器为单片干式离合器,与之配套的变速器为富勒变速器.富勒变速器采用双副轴结构,传动比设计合理,汽车在正常行驶时,换档十分便利,但在起步时却不是这样.     

电控机械式自动变速器

通过分析传感器采集的节气门开度信号，ECU按编好程序控制相应的执行电动机自动地完成离合器的分离、接合，及变速器的选，换档动作，使换档过程自动完成并使发动机的工作与离合器动作相协调，解决了传统手动变速器的换档操作复杂的问题并提高换档品质。     

汽车双离合器起动停车系统

双离合器起动停车系统主要用于汽车的起动和停车,在发动机需要工作时提供动力,不需要动力时切断供油,迅速停车;并可利用飞轮储存的惯性来驱动车辆起动,从而可以达到节油、降低排放和噪音的作用。 下图是一种双离合器起动停车管理系统。K_1是发动机和变速器之间的标准离合器——脱离和换档离合器,由K_1     

Simulations of roughness growth on rails - results from a 2D non-Hertzian, non-steady contact model

A new model for simulating rail roughness growth on tangent track is presented in this paper. The model consists of three relatively independent components: (1) a time-domain vehicle/track interaction model; (2) a 2D non-Hertzian and non-steady wheel/rail contact model; and (3) a wear model. Wheel/rail contact forces for a given initial roughness obtained from the vehicle/track interaction model are used by the contact model to calculate the contact patch size, normal pressure and tangential stresses with material removal assumed to be linearly proportional to the friction work in the contact patch. The roughness profile is updated and fed back into vehicle/track interaction model. The 2D contact model is initially compared with a 3D model for various wavelength of initial sinusoidal roughness. Long term roughness growth is then simulated with the 2D contact model. Simulation shows that all initial sinusoidal roughness of wavelengths between 20-100 mm are levelled out. The wavelength-fixing mechanism, that has previously been used to explain the cause of corrugation, is not found in the present investigations.     

基于扰动状态理论的生物酶改良膨胀土K-G模型

以生物酶改良膨胀土的非线性弹性本构关系为研究对象,提出基于扰动状态理论的修正K-G模型。首先开展不同生物酶掺量条件下的重塑膨胀土样的等向固结排水试验和等p三轴固结排水剪切试验,研究生物酶改良膨胀土的应力-应变关系特征,基于非线性弹性K-G模型,分析生物酶掺量对膨胀土的切线体积模量K_t和切线剪切模量G_t中相关参数的影响规律。采用生物酶掺量作为扰动掺量,以试验和扰动状态概念为基础建立扰动函数,基于扰动状态理论对K-G模型进行修正,以反映生物酶掺量对改良膨胀土应力-应变扰动关系,使本构关系符合土体的实际变形过程,更合理地描述生物酶改良膨胀土的非线性弹性应力-应变关系。结果表明：通过对比ε_v-p及ε_s-q的试验曲线、K-G模型曲线与修正K-G模型理论计算曲线,体应变ε_v的K-G模型预测值小于试验值,而剪应变ε_s的K-G模型预测值大于试验值,修正K-G模型的体应变ε_v和剪应变ε_s的预测值都与试验值较为接近。修正K-G本构模型中各参数物理意义明确,与K-G模型中的参数确定方法一致,可以较合理地描述不同生物酶掺量扰动条件下改良膨胀土的变形特性。     

A Modular Computer Model for the Design of Vehicle Dynamics Control Systems1

This paper describes a multiport approach to computer-aided modeling of vehicle dynamics. The modeling approach produces models that are suitable for the interactive design and evaluation of complex control strategies. The vehicle model which can be used for ride and handling analysis, is built from modular components. The components are programmed using the syntax of the computer aided control system design (CACSD) program EASYS. Seven modeling components are used to create a three-dimensional vehicle dvnamics model. The model is flexible enoug-h to simulate any suspension design with revolute joints.

Each component of the model consists of a FORTRAN subroutine and a main calling module called a macro. To simplify the process of model building, the modeling components in the car model are designed to represent physical elements, such as the spring, damper, link or tire. To create a model, the components, which are represented by blocks, are interconnected through points, located on the blocks, called pons. These ports have been designed to simulate the location of the connection points between the physical elements, as observed in real systems. The construction of multibody models within a CACSD program offers the flexibility of simultaneous interactive simulation of the three-dimensional dvnamics and evaluation of the desien of the controls.

Although modeling of multibody systems using FORTRAN components has been pioneered by Chace, Haug and Orlandea; and bond graph modeling of multibody systems has been investigated by Bos, this approach is novel because:-

The model is included in the control system design program (EASYS). This arrangement allows the designer to exploit the advanced control design tools available in the program. Furthermore, this approach significantly reduces the computation time required for running the model after parameters modification.

The model is built from components that are interconnected by ports which represent the actual physical location of the connection points between the elements. The multiport approach simplifies the model building process for multibody systems. This simplification is achieved by reducing the model of a multibody system to a block diagram form.     

基于轨迹数据的山区危险性弯道路段交通事故风险动态预测

针对山区双车道公路危险性弯道路段交通事故多发的现实问题,提出主动评估短时交通流状态下的交通事故风险,以降低交通事故发生率.采用无人机高空拍摄弯道路段交通流运行状态,利用计算机识别技术提取高精度的车辆轨迹和交通流数据,结合山区双车道公路弯道路段危险驾驶行为特征表征交通冲突,以距离碰撞时间为交通冲突量化指标,提出山区车道公...     

Railway ground vibrations induced by wheel and rail singular defects

Railway local irregularities are a growing source of ground-borne vibration and can cause negative environmental impacts, particularly in urban areas. Therefore, this paper analyses the effect of railway track singular defects (discontinuities) on ground vibration generation and propagation. A vehicle/track/soil numerical railway model is presented, capable of accurately predicting vibration levels. The prediction model is composed of a multibody vehicle model, a flexible track model and a finite/infinite element soil model. Firstly, analysis is undertaken to assess the ability of wheel/rail contact models to accurately simulate the force generation at the wheel/rail contact, in the presence of a singular defect. It is found that, although linear contact models are sufficient for modelling ground vibration on smooth tracks, when singular defects are present higher accuracy wheel/rail models are required. Furthermore, it is found that the variation in wheel/rail force during the singular defect contact depends on the track flexibility, and thus requires a fully coupled vehicle/track/foundation model. Next, a parametric study of ground vibrations generated by singular rail and wheel defects is undertaken. Six shapes of discontinuity are modelled, representing various defect types such as transition zones, switches, crossings, rail joints and wheel flats. The vehicle is modelled as an AM96 train set and it is found that ground vibration levels are highly sensitive to defect height, length and shape.     

A Driver Model Based on the Cerebellar Model Articulation Controller

A model of driver behavior is described which is based on a current theory of neurophysiological processes occurring in the cerebellum. The model learns to control the vehicle through experience, provides discontinuous ramp steer inputs to the vehicle, accepts discontinuous input data, and is applicable to all control situations.

The model is implemented on a simple simulation model of a car and learning is accomplished by the use of an explicit driver model which drives the vehicle along a specified trajectory.     

人机混驾环境下基于LSTM的无人驾驶车辆换道行为模型

道路系统中的人机混驾交通环境是指人工驾驶车辆与自动驾驶车辆混合运行的交通环境，其中换道行为建模是人机混驾环境下无人驾驶车辆行为研究的热点。基于深度学习理论，构建人机混驾环境下基于长短期记忆神经网络的无人驾驶车辆换道行为模型（Long-short-term-memory-based Autonomous Vehicles Lane Changing，LSTM-LC）。通过研究人工驾驶车辆在换道过程中与周边车辆的相互作用，对换道行为影响因素进行分析；同时，为了提升模型的迁移性，引入道路横向偏移量信息。结合LSTM神经网络的输入要求，使用美国公开交通数据集Next Generation SIMulation（NGSIM）构建换道行为样本库。针对LSTM-LC模型，以均方差MSE作为损失函数，使用RMSprop优化方法进行训练，对LSTM网络结构、历史序列长度N及训练样本量3个重要参数进行标定。最后，针对道路横向偏移量M对LSTM-LC模型性能的影响进行对比试验。研究结果表明：相比GRU-LC模型，LSTM-LC模型对换道行为的表征更准确，在模型的精度和迁移性上有着显著的提升；GRU-LC模型的均方差为4.64 m²，迁移性均方差为119.82 m²，而LSTM-LC模型的均方差为3.18 m²，迁移性均方差为79.58 m²，分别优化了31.5%和39.71%；通过引入道路横向偏移量M，可将LSTM-LC模型精度和迁移性提升约10%，且模型稳定性更强。     

基于有限元分析的客车振动试验研究

在ANSYS中建立客车骨架的有限元板梁单元模型,并通过电测试验验证;利用ANSYS软件对客车整车进行有限元模态分析,谐响应验证分析;最后通过实车行驶振动试验,验证模态分析和谐响应分析的正确性。     

桩-岩界面粗糙度量化模型及其剪切机制研究

为考虑桩-岩界面粗糙度对其剪切强度的影响，提出一种能描述粗糙体起伏高度变化的量化模型。该模型在现有规则三角形粗糙体模型的基础上将岩体表面的粗糙起伏用不同高度的等腰三角形粗糙体进行量化，其优点在于能同时考虑各个局部粗糙体在界面总体剪切位移下所表现出来的剪胀与剪断2种机制。通过结合常法向刚度条件（CNS）下桩-岩界面的剪切特性，建立了局部粗糙体的剪切模型，并采用对所有局部粗糙体剪切响应求和的方法获取界面的整体剪切响应。基于局部粗糙体的剪胀-剪断两相机制和三角形粗糙体的几何特征推导了界面在剪切过程中处于两阶段粗糙体个数及剪切应力的演化方程；在此基础之上，根据位移控制条件将界面剪切过程划分为：剪胀、渐进破坏及剪断3个过程，并求解了各过程的剪切强度发挥函数，同时提出了完备的参数确定方法。最后，通过室内剪切试验对所提理论模型进行验证，结果表明：①各工况下试验曲线存在明显的3个剪切过程，验证了理论模型的合理性；②所提理论模型可较为精确地预测界面峰值剪切应力τ_u，预测误差在2%~10%之间；③理论模型高估残余应力τ_r误差在17%~25%之间的概率为50%，误差在17%~32%之间概率为81.25%；④峰值应力和残余应力与最大粗糙体高度h_max、初始法向应力σ_n0及法向刚度K成正比。