斜拉桥耳板式索梁锚固结构的空间分析

利用有限元分析软件,建立深圳湾公路大桥索梁锚固区仿真模型,进行耳板式锚固结构的接触应力分析,研究主梁顶板、腹板、横隔板以及锚固区耳板上的应力分布情况。结果表明:锚固区Mises应力极值出现在耳板销孔两侧,大致关于斜拉索对称;锚固区各构件应力在局部区域数值较大,但扩散较快,应力传递流畅;索梁锚固结构承载能力满足要求。建议耳板式索梁锚固结构的耳板材料采用高强度钢材,且应对销孔周围进行局部加强。     

与机务段联系电路模块的软件研究

从应用和研究计算机联锁系统的结构和原理出发，应用数据结构、软件工程，对铁路计算机联锁控制系统软件中与机务段联系电路的功能模块的研究设计做了论述。     

接触网电分段电压差引起电弧问题的研究

通过对电气化铁道接触网电分段电压差产生电弧机理的分析,按分段绝缘器主绝缘滑道击穿、机车停车电分段下引起事故、馈线加装串补后电分段处电压差加大3种情况进行分析,从机械结构,行车组织,电气性能三方面提出了防范措施。     

基于分形理论的同步器接触磨损模型

基于磨合磨损的分形理论,结合粘着磨损理论和Majumdar-Bhushan分形接触模型,建立了换挡同步器接触磨损的数学模型.研究了AMT、DCT快速平稳换挡过程中换挡力对同步器磨损的影响,仿真结果表明.相对于低挡位,高挡位时同步时间短.所需要的换挡力小,所带来的同步齿环磨损深度率小;适当增大换挡力可缩短磨合时间和同步时间,减少同步器磨损量.     

深穴滚子接触效应实验方案设计

有限元分析表明深穴结构轴承可以避免或降低圆柱滚子轴承的边界应力集中,为了用材料接触疲劳实验机进行实验验证,必须合理地设计试件结构与尺寸.根据实验机的工作原理以及相关的力学理论,合理建立了深穴结构轴承实验的有限元模型.通过对有限元模型的分析,优化了试件的结构与尺寸,从而合理地确定了实验方案,为实验的顺利进行奠定了理论基础.     

汽车安全气囊展开过程计算机仿真及其接触搜寻方法

本文系统地讨论了安全气囊展开过程计算机仿真中接触界的搜寻方法。该方法以级域理论的基本思想为基础，分接触前搜寻和接触后搜寻两大部分，具有速度快，可靠性好，通用性强等优点，并被移植到ＬＳ－ＤＹＮＡ３Ｄ中进行了初步验证。     

预应力砼梁开裂截面压应力计算的简化方法

根据预应力砼梁再开裂正截面预应力钢筋的应力计算经验公式,推导梁正截面首次开裂后再开裂过程中中性轴位置和受压区边缘砼正应力的计算新方法,其间考虑了预应力砼梁正截面首次开裂以及疲劳荷载重复作用对钢筋和砼应力增长的影响,并通过算例对新方法与现有方法的计算结果进行比较,验证了新方法的简便合理性.     

预制T梁早期裂缝的成因分析与预防措施

为了进一步探讨预制T梁早期开裂机理,以广东省某高速公路40 m跨径预制T梁早期开裂为例,对混凝土收缩类型、梁体温度变化和预制T梁有限元模型早期温度场和应力场的变化进行了分析研究。结果表明预制T梁长度方向上温度应力是导致梁体开裂的主要原因,并提出了预防措施,可有效减少预制T梁早期开裂风险。     

Simulation of dynamic interaction between train and railway turnout

Dynamic train-track interaction is more complex in railway turnouts (switches and crossings) than that in ordinary tangent or curved tracks. Multiple contacts between wheel and rail are common, and severe impact loads with broad frequency contents are induced, when nominal wheel-rail contact conditions are disturbed because of the continuous variation in rail profiles and the discontinuities in the crossing panel. The absence of transition curves at the entry and exit of the turnout, and the cant deficiency, leads to large wheel-rail contact forces and passenger discomfort when the train is switching into the turnout track. Two alternative multibody system (MBS) models of dynamic interaction between train and a standard turnout design are developed. The first model is derived using a commercial MBS software. The second model is based on a multibody dynamics formulation, which may account for the structural flexibility of train and track components (based on finite element models and coordinate reduction methods). The variation in rail profile is accounted for by sampling the cross-section of each rail at several positions along the turnout. Contact between the back of the wheel flange and the check rail, when the wheelset is steered through the crossing, is considered. Good agreement in results from the two models is observed when the track model is taken as rigid.     

Evaluation of the coupled dynamical response of a pantograph—catenary system: contact force and stresses

In this article, the static stresses in a catenary and its vibration modes are calculated by establishing the FEM model of the catenary with Euler-Bernoulli beam elements. The mode shapes of the catenary obtained are considered as the generalized variables which are used in the establishment of the motion equations of the catenary system. The physical model of the pantograph is simplified as a multi-body system with mass, stiffness, damping, and friction. On the basis of having derived the coupled motion equations of the pantograph-catenary system, its dynamic behavior is analyzed in detail and the contact force is calculated. Using the contact force as the external moving load of the FEM model of the catenary, the dynamic stress in the catenary is simulated. Through the detailed analysis and calculation, we not only obtain the dynamic stress response at any element of the catenary, but also its frequency responses. As the dynamic stress in the assistant wire is quite large, the influence of its structure on dynamic stress is analyzed and the way to reduce the dynamic stress is suggested. At last, the calculation method of dynamic stress is validated by a test.