我国重型汽车车桥历史、现状及发展趋势

简要介绍我国重型汽车车桥的发展历史和现状,主要制造商及其产品,技术发展水平,对比国外先进车桥技术,分析和总结我国重型汽车车桥的发展趋势及发展对策。     

多塔斜拉桥加劲索涡激振动实测与时域解析模态分解

为研究多塔斜拉桥中塔加劲索涡激振动时域和频域特性，对多根加劲索开展了振动加速度测量和风速、风向观测，研究了加劲索振幅与风速和风向的关系，分析了加速度时程的时域和频域特征。采用解析模态分解法对加劲索涡激振动加速度时程进行了分解，分析了所得分量的时域和频谱特征。研究发现，在无雨和较低风速条件下，同侧并列加劲索仅迎风侧发生明显涡激振动，其峰值振动是以频率为6.25 Hz的第28阶模态主要参与为特征，为高阶多模态涡激振动，明显发振风速约为4~5 m·s^-1，风向接近垂直桥轴线，其面内振动明显大于面外。1^#加劲索面内涡激振动时程分解得到的3个相邻高阶频率时程分量显示，第28阶模态振动加速度随时间的变化，主导了加劲索振动加速度幅值的增大和减小。同时认为，解析模态分解法不仅能较好地分离含有多个密集频率分量的时域信号，且分解得到的分量不改变原信号分量的频率特征，分解分量再合成的信号与原信号时频特征完全一致。因而可采用解析模态分解法分解具有多个密集频率分量的柔性结构响应，能有助于工程结构风致响应的模态参数识别。     

悬臂正交各向异性圆柱壳的自由振动分析

圆柱壳是潜艇、化工容器以及宇航结构中的主要形式,它的动态特性一直得到了广泛的研究.基于分离变量法和Flügge经典壳体理论,分析了正交各向异性圆柱壳在悬臂边界条件下的自由振动问题.给出了精确解的形式,得到了自由振动频率和振型的变化曲线.分析了材料特性和几何参数对频率的影响.数值算例结果表明,本文的方法具有较高的精度.     

耦合轮对的应用研究

建立了耦合轮对转向架车辆的动力学计算模型,利用数值模拟方法对不同半径曲线的通过情况进行了动态仿真计算.通过传统轮对与独立轮对、耦合轮对的比较,认为耦合轮对具有更好的动力学性能.基于耦合轮对的特点,提出采用耦合轮对抑制粘滑振动的新方法,并对其可行性进行了分析.分析表明,由于耦合轮对蠕滑力的可控性,采用耦合轮对能有效抑制轮对的粘滑振动.     

水下方盒结构振动与声辐射相关性研究

针对水下结构振动与声辐射的耦合问题,重点研究了水下方盒结构在简谐激励作用下结构振动和声辐射间的相关性.在计算结构声振响应时,采用有限元结合边界元的算法,即在考虑流固耦合影响下采用有限元法计算结构的振动响应,在此基础上采用边界元法求解无限介质中的Helmhohz方程,从而求得结构的辐射声场.在结构振动和声辐射响应的基础上,计算了几个典型位置声辐射与激励点振动间的关联系数,讨论了它们的关联性.最后得出结论:除了激励源附近位置外,声辐射与结构振动间的关联性是很强的.     

京通线钢轨磨耗与防治措施

京通线西部曲线钢轨磨耗一直是困扰维修生产的难题，频繁地更换钢轨会增加维修成本，若磨耗钢轨不能及时更换又会给行车安全带来隐患。2002年京通西部线开始大修，对部分曲线采取了减磨措施。通过现场数据监测．减磨效果明显。。     

高压脉冲轨道电路电子接收器的实现

本文分析了我国交流电气化区段高压不对称脉冲轨道电路存在的问题及其产生的原因，并对新型脉冲电子接收器的软硬件设计进行了详细介绍。     

Assessment of wheel loader vibration on the riding comfort according to ISO standards

Vibration accelerations were measured on a compact wheel loader during 11 operations with two drivers and with/without the activated boom suspension system (BSS). Two standards, ISO 2631-1 (1985) and ISO 2631-1 (1997), were used to assess the effect of wheel loader vibration on comfort. The assessment results of ISO 2631-1 (1985) showed that vibration in the frequency range from 4 to 20 Hz in the vertical direction and in the frequency range from 1.6 to 3.15 Hz in the vertical and driving directions plays an important role in comfort assessment. The overall total values of vibration measured on the wheel loader in all operations exceeded the ‘uncomfortable’ boundary specified in ISO 2631-1 (1997). The speed had a larger influence on the vibration intensity than the bucket load, the BSS or the driver biodynamic response during driving. During driving and V-cycle, the difference of vibration intensity with two drivers in the z-direction is larger than that in the x- and y-direction.     

柔性基座上隔振系统的能量分析

针对船用基座特点,建立起柔性基座上隔振系统的数学模型,利用该模型并采用振动功率流法对隔振系统进行计算,得到振动流规律.     

复杂悬跨条件下的管线涡激振动分析(英文)

Spans occur when a pipeline is laid on a rough undulating seabed or when upheaval buckling occurs due to constrained thermal expansion. This not only results in static and dynamic loads on the flowline at span sections, but also generates vortex induced vibration (VIV), which can lead to fatigue issues. The phenomenon, if not predicted and controlled properly, will negatively affect pipeline integrity, leading to expensive remediation and intervention work. Span analysis can be complicated by: long span lengths, a large number of spans caused by a rough seabed, and multi-span interactions. In addition, the complexity can be more onerous and challenging when soil uncertainty, concrete degradation and unknown residual lay tension are considered in the analysis. This paper describes the latest developments and a .state-of-the-art. finite element analysis program that has been developed to simulate the span response of a flowline under complex boundary and loading conditions. Both VIV and direct wave loading are captured in the analysis and the results are sequentially used for the ultimate limit state (ULS) check and fatigue life calculation.