锻锤基础的冲击疲劳损伤分析

用损伤力学的概念提出了一种研究由锻锤锻打引起锻锤基础系统的疲劳损伤增长和疲劳寿命估计的方法。该方法通过定义,引入锻锤基础系统中减振垫与基础块的损伤状态寿命因子,能够估计出锻锤基础系统的减振垫和基础块的损伤疲劳寿命上、下限。通过分析发现,长期的重复冲击载荷会引起锻锤基础系统发生疲劳微损伤积累,疲劳损伤积累的宏观损伤又引起锻锤基础的动力响应随宏观损伤发展而增大,动力响应的增大又加剧基础系统的损伤发展。因此,为减少周围环境的振动以及保护周围环境免受锻锤冲击损伤,在锻锤基础系统设计中需考虑吸振和损伤控制。     

应用灰色关联度分析检测结构损伤的位置和程度

开发结构健康监测系统是结构损伤识别的一个重要课题。由于建筑结构具有很多不确定因素,通过模 态分析识别结构损伤的精度很难保证。提出一种灰色关联度分析应用于结构损伤检测的数值方法。通过测量结构的频 率,建立可能损伤频率和实际损伤频率的关联度的关联序,并找出最优序列,逐次迭代逼近来确定结构的损伤位置和损 伤程度。对多种工况进行了框架结构模型的数值模拟。结果表明:对于层间剪切结构,通过测量结构频率变化运用本方 法可以准确地确定结构的损伤位置和损伤程度。     

利用在轨航天器扰动响应辨识其动力学参数的研究

从结构模态参数的可识别性出发,结合时域频域参数识别技术和数字处理技术,开发出航天器动力学特征参数在轨辨识系统,系统包括硬件和软件。在此基础上设计了模拟在轨航天器的试验验证系统,以检验辨识算法和设计软件的可靠性以及航天器在轨辨识的实时性,该试验系统包括一个对称的双梁结构,利用对称结构的弱耦合可得到多个密集模态。试验和模拟数字考核结果表明系统辨识算法可靠,精度可以到达设计要求。     

新型荫罩式PDP中电极对放电特性影响模拟分析

SM-PDP中可以通过改变电极宽度,使放电空间的等位面沿电极增加的方向扩展,在等位面扩展的区域电场得到增强,从而改善SM-PDP的放电性能.但在性能改善的同时,相邻电极间的电感加大,输入功率增加,这对SM-PDP性能的提高是不利的.本文采用三维模拟方法,详细研究了在不同电极宽度情况下,SM-PDP放电单元的放电特性,为在设计SM-PDP时选择合适的电极宽度提供帮助.     

低速重载大型齿轮箱的故障诊断

低速重载大型齿轮箱都有低于0.01Hz的微冲击振动信号且难以提取,给诊断工作带来很大困难;而采用基于小波分层突变系数的趋势图和间接判断等方法来提取损坏零部件的早期故障特征,效果较好.它可为预知维修提供决策依据,防止突发故障.     

金属包履型复合粉末的研究进展

由于金属包覆粉末所具有的独特性质，它在21世纪材料领域的应用前景非常广阔。文章比较系统地阐述了金属型包覆纳米粉末的性质、制备原则、制备方法和应用，     

Numerical Simulation of Brittle Damage in Concrete Specimens

A framework for damage mechanics of concrete is applied to simulate the nonlinear elastic deformation behavior of concrete using finite element method (FEM). A rather simple isotropic damage model containing essentially no adjustable parameters is shown to produce results in remarkably good agreement with sample experimental data: the damage law requires only the fracture energy to be defined completely. The model is achieved by introducing a damage surface that is similar to the yield function in the conventional theory of plasticity. A special form of damage surfaces is constructed to illustrate the application of the model. A new damage criterion, defined as an equivalent strain norm, is proposed, in order to take into consideration the asymmetric behavior of concrete. For verifying the FEM program including the model, deformations predicted by this model are compared with both the experimental ones for the concrete structural model and the ones calculated without application of the continuum damage mechanics.__________Translated from Problemy Prochnosti, No. 3, pp. 57 – 74, May – June, 2005.     

Compression-after-Impact Strength of Sandwich Panels with Core Crushing Damage

Compression-after-impact (CAI) strength of foam-cored sandwich panels with composite face sheets is investigated experimentally. The low-velocity impact by a semi-spherical (blunt) projectile is considered, producing a damage mainly in a form of core crushing accompanied by a permanent indentation (residual dent) in the face sheet. Instrumentation of the panels by strain gauges and digital speckle photography analysis are used to study the effect of damage on failure mechanisms in the panel. Residual dent growth inwards toward the mid-plane of a sandwich panel followed by a complete separation of the face sheet is identified as the failure mode. CAI strength of sandwich panels is shown to decrease with increasing impact damage size. Destructive sectioning of sandwich panels is used to characterise damage parameters and morphology for implementation in a finite element model. The finite element model that accounts for relevant details of impact damage morphology is developed and proposed for failure analysis and CAI strength predictions of damaged panels demonstrating a good correlation with experimental results.     

MINI-MPM连轧无缝管机组主要设备机械特征分析

对国内两套MINI-MPM连轧管机组(Φ159mm和Φ180mm)的结构(连轧管机、再加热炉、穿孔机、定径机及换辊机构等)和性能特点进行了分析比较,指出了各自的特点,可供新建MINI-MPM连轧管机组时参考.