基于模态参数的工程结构损伤识别方法

介绍了结构故障诊断的技术手段以及应用振动诊断进行结构损伤识别的研究现状。应用有限元程序进行模态分析和频响分析,得到在不同损伤度的条件下轮对局部模态频率和振幅幅值的变化趋势。提出基于频率移动和模态振型变化来判断结构损伤。     

沥青路面水损害与车辙的分析研究

以调查测定的数据为基础,把当前高速公路早期损坏的两种主要形式———水损害与车辙作为一对矛盾来分析。在综合分析铁岭-四平高速公路为满足构造深度要求出现了水损害、沈阳-山海关全线解决了水损害又出现了车辙的现状及其原因后,提出为防止一个倾向掩盖另一个倾向,应以综合平衡为指导思想。论文指出实现综合平衡从按多指标要求设计混合料发展到以分工论为基础的结构层功能设计外,还应针对当前工程实际,加强以施工过程控制为基础的工程质量变异性的控制。     

高精度模态应变能法结构损伤检测研究

基于摄动理论,通过考虑结构参数修改量高阶项的影响,推导了基于单元模态应变能的结构损伤评估方法;数值仿真结果表明,在结构多种损伤情况下,损伤定位准确、程度评估可靠,具有实际应用价值。     

哈大线电务设备烧损的原因分析及解决措施

哈大线电气化铁道自2001年开通运营至今,牵引供电设备故障曾多次引发烧损电务设备的事故,不仅给牵引供电设备、电务信号设备造成了损失,还严重干扰了运输秩序.为积累经验,吸取教训,现探讨一下哈大线牵引供电故障引发电务设备烧损的初步原因及解决措施.     

隐性缺铁婴幼儿脑功率谱及脑地形图变化研究

采用严格配对的研究方法，对２０对６～３０个月隐性缺铁（ＬａｔｅｎｔＩｒｏｎＤｅｆｉｃｉｅｎｃｙ，ＬＩＤ）婴幼儿进行了脑功率谱和脑地形图分析。结果显示ＬＩＤ患儿在右后顶部、左中后颈、右中颞及前中央顶部α１能量减低，提示ＬＩＤ患儿大脑发育比正常组婴幼儿落后。     

大型散货船船体损伤事故及对策研究

该文对近年来发生的大量大型散货船船体损伤及沉船事故的结构力学原因及管理原因进行了全面研究分析，指出了船体结构设计缺陷部位和管理不善的要点。具体描述了破损发展过程。提出了新散货船船体结构型式的改进方案；提出了现有散货船船体结构的加强措施；提出了加强管理的具体意见。     

装配式斜板桥病害分析及改进措施

阐明了装配式斜板桥经过运营后存在的典型病害，分析其产生的主要原因，并提出类似工程预防此类病害的改进措施。     

大跨度桥梁损伤诊断研究

建立简化的汀九斜拉桥有限元模型 (FEM) ,计算该桥的动力特性 ,利用完备模态应变能法 (CMSE)进行该桥的损伤诊断数值仿真试验。结果表明简化的汀九斜拉桥 FEM能够反映真实结构的动力特性 :完备模态应变能法适用于低频密频的大跨度斜拉桥、悬索桥等柔性结构 ,并且只需少量低阶模态即可保证结构损伤诊断精度     

沥青混凝土路面防水剂路用性能试验研究

目前,沥青混凝土路面在我国高速公路建设中得到了广泛的推广和应用,而水损害是沥青混凝土路面早期破坏的主要原因之一。文章通过对沥青混凝土路面防水剂防水性能进行对比试验,表明沥青混凝土防水剂可以有效的封堵沥青混凝土内部孔隙,防止水分进入混凝土内部,可以起到防水路面水损害的作用,同时指出沥青混凝土防水剂对路面抗滑性能存在负面影响等应注意的问题。     

Application of analytical model in the prediction of dynamic responses and fatigue damage of flexible risers: Part II – Dynamic analysis of flexible risers in large-scale domain using a direct moment correction method

In recent years, the dynamic responses of flexible risers have been the focus of many researchers. Most flexible risers undergo a substantial level of irregular motion from environmental loadings, which involves a continuous slip of helical wires. The slip of helical wires especially leads to a hysteretic effect by reducing the bending stiffness, making it hard to predict the dynamic responses of flexible risers. The current study, as an extension to Part I, presents a new large-scale dynamic analysis method for flexible risers. The suggested method creates a large-scale model for the dynamic analysis that considers a geometric and bending nonlinearity of flexible risers. The kinematics of each beam element is formulated based on a Green-Lagrangian strain and the interaction with the seabed, providing a realistic analysis of flexible risers. In particular, the current study introduces a direct moment correction method that modifies the internal force vector using an improved analytical model. The improved analytical model is assigned at each node of the large-scale model and estimates an accurate bending hysteresis curve considering the effect of shear deformation and varying tension. The suggested method corrects the bending moment and shear force of all beam elements based on the bending hysteresis curves obtained from the improved analytical model, by which a complex bending behavior of flexible risers is reflected in a large-scale domain. As a result, this study achieves a more accurate prediction of the dynamic responses and fatigue damage of flexible risers. A new dynamic analysis program, called OPFLEX, is developed herein based on the suggested analysis method. Using the developed program, the current study conducts several numerical investigations to identify the effect of the shear deformation and varying tension. Consequently, it is confirmed that the shear deformation of internal layers reduces the fatigue damage of helical wires by delaying the increase of internal stress. It is also identified that the effect of varying tension deteriorates the fatigue life of flexible risers through a continuous change of contact pressure during bending.