锈蚀钢筋的失效分析

从力学性能方面分析了钢筋混凝土构件内锈蚀钢筋失效的原因 ,研究了钢筋锈蚀后力学性能的变化规律     

机场道面温度应力的试验研究

通过对某机场水泥砼道面温度场和温度应变的现场实测 ,在此基础上提出了水泥砼机场道面温度场和温度应变场的变化规律 ,最后采用理论分析计算与实测温度应力 (应变 )进行比较 ,以验证理论计算的正确性     

低路堤荷载作用下钢波纹板拱桥应变的测试研究

文中依托泗许高速安徽段工程实例,对波纹板拱桥的应变特征进行了现场测试,得出了其在车辆荷载作用下切向应变变化规律.结果表明,在低路堤荷载作用下,拱桥8/8跨位置的切向应变情况较其他位置不同,应进行特殊考虑.     

PREDICTION OF WELDING DEFORMATIONS BY FEM BASED ON INHERENT STRAINS

IntroductionIt is of importance to predict and control theresidual deformations caused by welding pro-cesses to ensure the accuracy of a welded produc-tion.Nowadays there are three ways to deter-mine the welding deformations:( 1 ) empiricalformulas or curves based on the experiments;( 2 ) thermo- elasto- plastic analysis by FEM;( 3)inherent strain method.The empirical formulasare only suited to the cases of simple plates orbeams that undergo a welding cycle close to theexperiment conditions. …     

柔性吊桥无应力初始状态的确定

为评估某柔性吊桥的承载力,笔者对其进行了空载状态几何形状测量和静载试验,并利用几何非线性有限元法对试验结果进行了数值模拟.着重探讨了利用结构现状参数,确定结构无应力初始状态的方法.有限元法的模拟结果与实测值的吻合证明了该方法的正确性.笔者建立的结构无应力初始状态确定方法,可用于大跨度索结构的有限元分析与设计.     

预应力砼空心板端部开裂研究及处理

作者介绍了预应力砼空心板张拉后,在两端部底面出现长度不等的细微裂缝的原因及分析,提出了两种理论计算模型并进行了比较.     

Pseudo Almost Periodic Solutions for Second Order Abstract Differential Equations

Thenotionofpseudoalmostperiodicfunctions ,anextensionofthealmostperiodicfunctions,wasintroducedbyZhang[1] in 1 992 ,andhasfoundmanyapplicationsinthetheoryofdifferentialequations.Fordetails,onecanrefertoRefs.[2 4 ].Inthispaper,letEdenoteaBanachspace .Itis…     

Influence of Carbonation on Mechanical Properties of Concrete

As one of the most important factors that determine the lifespan of a reinforced concrete structure, carbonation not only corrodes the reinforcing steel, but also changes the mechanical properties of concrete. For better understanding the performance of carbonated concrete structure, it is necessary to study the mechanical properties of carbonated concrete. The strees-strain relationship of carbonated concrete was analyzed on the basis of experiments. The specimens were made by means of accelerated carbonation and then compressed on the testing machine. Some very important characteristics of carbonated concrete were revealed by the testing results. In addition,a useful constitutive model of carbonated concrete, which proved to be suitable for analyzing carbonated concrete members, was established in this research.     

流线型列车头部设计制造一体化方法

为了确保流线型列车头部结构与外形一致, 分析了流线型头部外形与结构特点, 在Auto-CAD的ARX、Ⅰ-deas的OpenⅠ-deas平台上, 提出了流线型列车头部外形与结构设计制造一体化方法。它包含三个模块: 一是应用非均匀有理B样条(NURBS)曲线曲面造型原理进行外形设计; 二是应用NURBS曲面的求交理论和三维几何造型技术进行结构设计; 三是采用NURBS曲线的线段拟合理论编制结构平面曲梁数控加工模块。实验表明该方法能按照人们的意志自由、快速地设计复杂的流线型列车头部外形, 自动生成以平面曲梁构成的网格状头部结构, 并针对不同的数控切割设备, 生成相应的平面板梁数控加工文件; 将过去传统的由设计、工艺、加工等多部门协作耗时的工作, 集中由计算机自动完成, 实现了列车头部设计制造一体化的重大变革。     

基于修正Neuber方程的沥青路面裂缝形成疲劳寿命预估方法

为预估沥青路面裂缝形成疲劳寿命, 根据局部应力-应变理论, 通过直接拉伸疲劳试验, 建立了沥青混合料的真实应力-应变循环曲线, 运用Neuber方程将名义应力、应变转换为局部应力、应变, 对循环曲线和Neuber方程进行修正, 以符合平面应变问题。通过等应变疲劳试验, 建立了沥青混合料的疲劳寿命方程, 提出了沥青路面裂缝形成寿命预估方法。根据应变疲劳寿命曲线可合理计算沥青混合料疲劳损伤, 由累积损伤可求得沥青路面裂缝形成疲劳寿命。