变截面钢板弹簧梯形叶片的斜面位置分析

梯形变截面钢板弹簧具有轧制的线形简单、对设备要求不高等优点。将梯形截面与抛物线截面进行对比分析,以梯形叶片的斜面与抛物线相切为基础,以切点在材料利用最充分处、端部、根部为重点,分析了梯形叶片在不同位置时的端部厚度、斜面的水平长度、梯形叶片与抛物线叶片的质量比,其结果对梯形叶片的设计具有一定的参考价值。     

钢板弹簧迟滞特性的有限元分析

利用ANSYS有限元软件提供的面－面接触单元，分析了钢板弹簧的迟滞特性，叶片间的正压力和摩擦力用这些接触单元的节点力来代替；给出了加载和卸载过程的载荷－变形特性图；并结合实例分析了不同摩擦系数对钢板弹簧迟滞特性和阻尼特性的影响。此外，还分析了钢板弹簧在受到不同频率和振幅的正弦激励时所产生的等效阻尼。     

高速网络用户接入认证技术研究

自网络诞生以来,认证（authentication）、授权（authorization）和计费（accounting）体制（AAA）成为其运营的基础.网络中各类资源的使用,都由认证,授权,计费来管理.随着网络规模的扩大,传统的认证方式已不能适应用户数量的急增和宽带业务多样化的要求,需要采用新方法对用户的接入进行控制和配置.因此,针对不同的网络环境,提出了不同的网络用户接入认证技术.通过分析和比较,阐明了各种高速网络用户接入认证技术的特点.     

多点虚拟激励法在整车随机振动分析中的应用

建立了9自由度整车模型,从理论上论述了多点虚拟激励法.构造了路面对整车的路面虚拟激励,求取了汽车虚拟振动响应量,并由此算出了汽车真实振动响应量的功率谱密度.结果表明,虚拟激励法在汽车随机振动分析中的应用和傅里叶分析方法同样有效,却简单得多.     

汽车板簧疲劳寿命试验的电液伺服控制

本文从汽车钢板弹簧的特性和试验要求出发,在疲劳寿命试验中采用电液伺服位置闭环控制和推挽激振方式,这种方式不仅耗功少,全使系统工作特性均衡对称、线性度好。文章就板簧的刚度特性、板间摩阻特性对系统动态特性的影响作了详细分析,并得出了系统工作频宽几科不受负载刚度变动影响、系统无谐振峰出现等项结论。     

Random Response of Tractor-Semitrailer System

This work describes an analytical study of the dynamic behaviour of a tractor-semitrailer vehicle. A digital computer simulation was used to describe the longitudinal, vertical, and pitching motions of the vehicle travelling over a stationary random road surface. A man-seat model was also incorporated into the simulation. Vehicle response to road irregularities has been studied by assuming two different roads for loaded and unloaded cases.

Numerical results are presented for vehicle, showing system eigenvalues, power spectral densities and root mean square values of the linear and angular accelerations and displacements. Vehicle acceleration response is compared with the ISO riding comfort standard. All results for the loaded and unloaded cases and for smooth and rough roads indicated that an uncomfortable ride would result from vehicle response.     

Random Response of Tractor-Semitrailer System

SUMMARY

This work describes an analytical study of the dynamic behaviour of a tractor-semitrailer vehicle. A digital computer simulation was used to describe the longitudinal, vertical, and pitching motions of the vehicle travelling over a stationary random road surface. A man-seat model was also incorporated into the simulation. Vehicle response to road irregularities has been studied by assuming two different roads for loaded and unloaded cases.

Numerical results are presented for vehicle, showing system eigenvalues, power spectral densities and root mean square values of the linear and angular accelerations and displacements. Vehicle acceleration response is compared with the ISO riding comfort standard. All results for the loaded and unloaded cases and for smooth and rough roads indicated that an uncomfortable ride would result from vehicle response.     

Dynamic Response of a Six-axle Locomotive to Random Track Inputs

SUMMARY

Spectral analysis techniques are employed to analyze the dynamic response of a six-axle locomotive on tangent track to vertical and lateral random track irregularities. The locomotive is represented by a thirty-nine (39) degrees of freedom model. A linear model is employed by considering small displacements, linear suspension elements and a linear theory for the wheel-rail interaction. Power spectral densities of displacements, velocities and accelerations and the statistical average frequencies of the system are obtained for each degree of freedom. Comparison of the calculated dominating frequencies with existing experimental values shows good agreement. The technique of spectral analysis is an effective tool for model validation, and for the determination of rail vehicle response to track irregularities. The probability functions for the response can be used as a measure for the ride quality of rail vehicles and for the study of fatigue damage of components.

     

Dynamic Response of a Six-axle Locomotive to Random Track Inputs

Spectral analysis techniques are employed to analyze the dynamic response of a six-axle locomotive on tangent track to vertical and lateral random track irregularities. The locomotive is represented by a thirty-nine (39) degrees of freedom model. A linear model is employed by considering small displacements, linear suspension elements and a linear theory for the wheel-rail interaction. Power spectral densities of displacements, velocities and accelerations and the statistical average frequencies of the system are obtained for each degree of freedom. Comparison of the calculated dominating frequencies with existing experimental values shows good agreement. The technique of spectral analysis is an effective tool for model validation, and for the determination of rail vehicle response to track irregularities. The probability functions for the response can be used as a measure for the ride quality of rail vehicles and for the study of fatigue damage of components.     

宽路堤软土路基沉降的有限元模拟

通常认为路堤中央部位的沉降量要比两边路堤边坡部位大，因此一些规范要求将路堤沉降测点埋置在路堤中央。本文采用弹性模型Biot固结有限元程序对一宽路堤在软土路基条件下的沉降进行有限元模拟，认为宽路堤软土路基沉降量呈中央小两边大，并且最大沉降位置随堆栽的增高向路堤中央移动。这一模拟结果与马来西亚：Muar试验路堤的观测结果是吻合的，深圳机场宽400m的地基的实测沉降也显示出在地基边缘处沉降量大于地基内部沉降量。     

路面随机激励下的汽车非线性悬架系统振动分析

基于滤波白噪声生成法模拟了路面不平度,建立了四分之一车辆悬架系统非线性模型,在此基础上利用统计线性化方法对汽车非线性随机振动时域响应进行了研究,并利用MATLAB／Simulink软件对悬架振动进行了数字仿真。计算结果表明,用统计线性化方法求解汽车悬架系统的非线性随机振动问题是可行而且可靠的,仿真输出量可作为评价汽车平顺性的依据。     

用焊接法修复CQ30290型红岩自卸汽车钢板弹簧

认为对于损坏了的CQ30290型红岩自卸汽车的钢板弹簧可用焊接方法修复，但应防止热裂纹的产生。采用T506碱性焊条，对于直缝对接和开孔补扳两种方式来说，采用直缝对接效果不理想，易产生早期断裂，而采用开孔补板法修复钢板弹效果良好。     

山区高墩桥梁的多点激励随机响应

为了研究山区高墩桥梁在地震动作用下的特殊抗震性能,基于随机振动理论,研究了场地效应、相干效应及行波效应对高墩桥梁在强地震多点激励下的随机响应规律,及墩高变化对高墩桥梁地震响应规律的影响.研究表明:场地效应对高墩桥梁地震响应影响明显,软场地墩的位移值约为硬场地的12倍,行波效应的影响次之,相干效应的影响最小.场地效应对桥梁的影响大小取决于场地卓越频率是否接近于桥梁自振频率;行波效应是不可忽略的一个重要因素,中场地时桥墩最小的位移值约为最大值的30％,软场地时最小值约为最大值的60％;与场地效应和行波效应相比,部分相干效应对桥墩顺桥向位移影响较小.对于山区高墩桥梁随机地震响应分析,考虑地震动空间效应的多点激励分析是必要的.应对有可能的桥型(不同墩高和墩高差)进行分析,以确定地震力最小的桥型并注意桥梁截面抗力的提升和附加减震措施.     

加装弹簧钢板对汽车传动系零件使用寿命的影响

近年来，一些用户为增大车辆的承载能力而自行加装了弹簧钢板，尤其对后悬架，少则加2-3片，多则达4片。其后果是严重影响汽车传动系零件的使用寿命，造成这些零件早期损坏。阐述了后桥主要零部件的损坏与加装弹簧钢板的关系，介绍了加装弹簧钢板对变速器零件使用寿命的影响。     

道路激励作用下的汽车后桥动力响应分析

结合某微型汽车后桥动力响应分析,对道路激励作用下的动力响应问题进行了深入的研究,并用大质量／大刚度法和拉格朗日乘子法计算了该汽车后桥的动力响应。