基于振动成型的水泥稳定碎石抗压强度影响因素分析

为研究振动法成型水泥稳定碎石试件取代静压法的可行性,通过无侧限抗压强度试验测试了振动法成型试件的力学性能,分析讨论了相关影响因素,并通过与静压法及实际工程钻芯取样进行对比,分析了水泥稳定碎石振动成型的优势。结果发现,在提高水泥剂量的基础上,较长的振动时间能够提升水泥稳定碎石的抗压强度;同样的养生时间下,较长振动时间下形成的水泥稳定碎石的抗压强度较大;静压成型试件的抗压强度显著低于实际工程,而振动法成型试件的强度与实际工程较为接近。     

溢流阀噪声的成因及降低措施

探讨溢流阀产生流体噪声、机械噪声的原因,分析先导阀部分的动态特性,从稳定性角度找出其影响因素及降低溢流阀噪声的措施。     

新型桥梁板式橡胶降噪减振伸缩装置仿真分析

基于国家对防治交通干线环境噪声污染、大力倡导绿色交通的要求，同时考虑到现阶段各类伸缩装置的降噪功能和效果均有所欠缺，研发了一种新型的性能优良的降噪减振伸缩装置以减少公路、城市桥梁工程噪声对环境污染。对伸缩装置的承载能力极限状态、正常使用极限状态及疲劳性能有限元模拟分析，分析结果满足规范要求。     

动车组天线梁随机振动疲劳寿命评估

为对动车组天线梁的随机振动疲劳寿命进行评估,首先,建立天线梁及构架结构有限元模型,并对其分析得到天线梁的固有频率;然后,利用软件编程得到德国低干扰轨道不平顺自功率谱,再根据自功率谱得到各轮对间互功率谱;最后,在有限元分析软件中对各轮对进行激励加载,采用模态叠加法对天线梁进行随机振动疲劳寿命分析,得到结构疲劳寿命薄弱位置。     

Reflex在发动机缸壁间隙检测中的应用

快速傅里叶变换FFT是离散傅里叶变换的一种快速算法,能克服时间域与频率域之间相互转换的计算障碍,将信号分析从时域引入到频域内分析,清晰地显示振动信号在特征频率处的幅值.检测汽车发动机缸壁间隙时,通过搭建实验台架,利用B＆K公司的Reflex软件中的FFT变换分析发动机缸壁表面的振动信号.试验表明,在不同的发动机缸壁间隙下,测得的振动信号的频谱图具有规律性.     

Analysis of lateral tyre friction dynamics1

The tyre friction model is a key part of the overall multi-body tyre dynamics model. The LuGre dynamic tyre friction model is analytically linearised for pure cornering conditions. The linearised model parameters are conveniently expressed as functions of static curve slope parameters. The linearised lateral force and self-aligning torque submodels are described by equivalent mechanical systems. The linearised model and equivalent system parameters are analysed for different slip angle and wheel centre speed operating points. An example of the application of linearised tyre friction model to tyre vibration analysis is presented as well.     

公路桥车桥耦合振动的隐式和显式分析方法研究

求解公路桥在车辆荷载作用下的振动响应,不仅能为设计提供参考,还可以为桥梁运营阶段的管理和养护提供依据。对比分析车桥耦合振动的隐式和显式分析方法,分别在Matlab自编程序和LS-DYNA有限元程序中建立隐式模型和显式模型,以一座简支空心板梁桥为算例,用两种分析方法分别求解该桥在移动车辆荷载作用下的振动响应,并将数值计算结果与实测结果对比,分析两种方法的合理性。研究结果表明,两种建模分析方法各有利弊,显式建模计算结果峰值偏大,综合考虑,建议采用隐式建模分析方法求解车桥耦合振动响应。     

A dynamic wheel–rail impact analysis of railway track under wheel flat by finite element analysis

Wheel–rail interaction is one of the most important research topics in railway engineering. It involves track impact response, track vibration and track safety. Track structure failures caused by wheel–rail impact forces can lead to significant economic loss for track owners through damage to rails and to the sleepers beneath. Wheel–rail impact forces occur because of imperfections in the wheels or rails such as wheel flats, irregular wheel profiles, rail corrugations and differences in the heights of rails connected at a welded joint. A wheel flat can cause a large dynamic impact force as well as a forced vibration with a high frequency, which can cause damage to the track structure. In the present work, a three-dimensional finite element (FE) model for the impact analysis induced by the wheel flat is developed by the use of the FE analysis (FEA) software package ANSYS and validated by another validated simulation. The effect of wheel flats on impact forces is thoroughly investigated. It is found that the presence of a wheel flat will significantly increase the dynamic impact force on both rail and sleeper. The impact force will monotonically increase with the size of wheel flats. The relationships between the impact force and the wheel flat size are explored from this FEA and they are important for track engineers to improve their understanding of the design and maintenance of the track system.     

Grid convergence study in the resistance calculation of a trimaran

As a new type of hull form, trimaran has remarkable excellent performances and has drawn more and more attention. When the viscous CFD technology now available is applied to the research of resistance performance of trimaran, the spatial discretization would usually result in the grid error and uncertainty, and thus the considerable discrepancy between the numerical results and the experimental data. In order to ascertain how much the grid would affect the calculation, the grid convergence should be studied. A mathematical trimaran was chosen as an example, with the commercial code CFX for the simulation, VOF for surface treatment, and the grid study was carried out based on two different turbulence models. It was concluded that carrying out grid study is helpful in estimating the grid error and uncertainty, and indicating the direction of improving the credibility of the numerical calculation, and, in addition to grid errors and uncertainties, the turbulence modeling errors and uncertainties contribute to the simulation errors.