群钉连接装配式组合轨道梁受力特性研究

为促进钢-混凝土组合结构的工业化建造,实现钢构件和混凝土构件的工厂化预制、装配化施工,针对传统剪力钉均匀满铺建立的等效刚度理论不能反映群钉集中布置时组合结构受力特性的问题,以跨座式单轨交通为研究背景,设计制作群钉连接装配式钢-混凝土组合轨道梁,进行装配前的钢梁与装配后的组合梁固有频率、荷载-挠度曲线、截面应变曲线对比分...     

隔振器和垫板贴合率的测量方法研究

在机械隔振系统中,采用传统的蓝油法和塞尺法都无法较完整地反映金属隔振器与垫板间的接触状况。考虑到金属间的贴合程度主要由组件所受的压力及两接触面物理特性所决定,研究提出了一种用于检测垫板和金属隔振器贴合率的工程实用测量方法,并通过多样本试验,证实了方法的可行性。该方法操作简便,检测结果可信。     

铁路桥梁横向刚度的初步研究

分析了铁路桥梁横向刚度的内蕴，提出了适用于列车过桥的舒适度表达式，建议以水平挠跨比作为横向刚度的评价尺度。在此基础上，考虑加速度的概率分布，得出了确定允许挠跨比的理论方法，并通过算例予以验证。     

基于刚柔耦合多体动力学模型的配气机构计算

通过在配气机构多刚体模型中引入柔性体,描述了配气机构的动力学性能;建立了柔性体气门弹簧,分析了气门弹簧动刚度的非线性行为,并且依据模态技术计算得到其动态应力;该方法为优化设计配气机构等机械产品及对其进行疲劳性能研究提供了依据。     

考虑老化的沥青结合料低温感温性指标

为了验证不同老化程度沥青结合料的针入度指数IP、当量脆点T1.2与SHRP低温弯曲梁流变指标间的关系,选取3种常用重交基质沥青进行薄膜烘箱试验和不同时长的压力老化容器老化,测定不同老化程度沥青在不同较高温度的针入度,得到针入度温度指数AlgP、K、IP和T1.2;测定不同较低温度60 s时的弯曲梁流变指标S、m,得到低温蠕变温度指数AlgS和Am。通过试验得出:随着老化程度的增加,沥青的感温性降低,温度稳定性增加,T1.2呈升高趋势;对不同老化程度的沥青而言,其较高温度下的针入度温度指标AlgP、K与较低温度下的低温蠕变温度指标AlgS、KlgS、Am、Km之间具有较好的相关性;中国“八五”攻关专题中建议的沥青低温性能评价指标IP和T1.2与SHRP建议的低温性能评价指标S和m之间具有较好的相关性。     

钢筋混凝土空间梁单元截面刚度计算的Cranston方法应用探讨

研究了用空间杆系有限元进行钢筋混凝土结构空间弹塑性极限承载力分析中求截面弹塑性刚度的Cranston方法。通过理论分析,指出了已有方法在Cranston迭代收敛后求截面刚度的缺陷或不明确之处,提出了用有效截面的换算截面重心及数值积分求截面刚度时,均应采用微元切线模量的观点。在自编程序中采用不同模量对同一试验进行了全过程分析,有限元分析结果与试验结果对比,证明了该方法的正确性,可以用于大跨度钢筋混凝土结构的极限承载力分析。     

用MATLAB计算发动机悬置系统的固有频率和主振型

介绍了计算发动机橡胶悬置系统固有频率和主振型的过程,利用MATLAB编程并验证程序的正确性。通过程序的运行,能快速获得悬置振动系统的固有特性,为设计人员判断悬置系统是否会发生共振提供理论依据,也为进一步分析系统的响应打下了必要的基础。     

大侧偏角下侧偏松弛长度特性的研究

本文在稳态指数统一模型和一阶线性微分方程的基础上，研究了大侧偏角下动态过程中侧偏松弛长度的特性。侧偏松弛长度是由轮胎的侧向弹性决定的。在大侧偏角下，侧偏松弛长度不再是一个常数，而是随着侧向有效滑移率的改变而改变，而且它们之间呈现非线性特性。深入了解侧偏松弛长度的特性对研究轮胎动态特性和建立轮胎动态模型具有重要的作用。     

A combined use of phase plane and handling diagram method to study the influence of tyre and vehicle characteristics on stability

This paper deals with in-curve vehicle lateral behaviour and is aimed to find out which vehicle physical characteristics affect significantly its stability. Two different analytical methods, one numerical (phase plane) and the other graphical (handling diagram) are discussed. The numerical model refers to the complete quadricycle, while the graphical one refers to a bicycle model. Both models take into account lateral load transfers and nonlinear Pacejka tyre–road interactions. The influence of centre of mass longitudinal position, tyre cornering stiffness and front/rear roll stiffness ratio on vehicle stability are analysed. The presented results are in good agreement with theoretical expectations about the above parameters influence, and show how some physical characteristics behave as saddle-node bifurcation parameters.     

The dynamic response of rail support

This research reviews principles behind the dynamic response of rail supports, and introduces a method of analysis to find the maximum response in a realistic setting. Assuming a time-dependent, moving mass with massive wheels is essential, because the ratio of the moving mass to the rail mass is significant. However, the dynamic response of the track is not affected by dynamic properties of the train other than its unsprung mass, because the natural frequencies of the train suspension and track are significantly different. A numerical method is developed to model the dynamic response based on these principles, and applied to the Korean urban transit. The dynamic response includes multiple peaks with a large amplitude range, creating noise while the wheel passes the support. The dynamic impact factor (DIF) for the rail support depends mainly on the stiffness and damping of the rail support. The DIF for the rail moment is below the code value, whether this value is based on numerical analysis or on-site measurements. However, our numerical analysis results in a DIF for support settlement that is greater than the code value, if the damping is less than 3%.