钛合金的粘接件的湿热耐久性研究

采用拉伸剪切强度试验和楔子试验研究了钛合金TI— 6A1— 4V/改性环氧接头在湿热条件下的耐久性 ,考察了环氧胶固化条件、表面处理方法对胶接接头耐久性的影响 ,由此得出最佳条件以得到相当好的接头耐久性     

城市轨道交通车站通过能力仿真模型研究

以城市轨道交通站前接轨站和站后折返站为例分析了列车在车站的详细作业过程,提出了车站的抽象模型.基于车站模型设计了列车进路搜索算法,开发了车站列车运行过程仿真系统.该系统可以对城市轨道交通车站进行仿真建模,仿真列车在车站的作业过程,并进行车站通过能力的分析计算.     

Defining anchor lengths of steel and CFRP plates bonded to concrete

At Luleå University of Technology, research is taking place in the area of plate bonding, i.e. when concrete members are strengthened by bonding steel or fibre-reinforced plastic (FRP) plates to their surface. The research work started in 1988. Both comprehensive experimental work and theoretical work have been performed. This paper presents the results of tests performed on concrete prisms onto which steel or carbon-fibre-reinforced plastic (CFRP) plates have been bonded. The criteria for the necessary anchor lengths for both the materials are presented as well as the critical strain level in the concrete at failure. Tests are compared with the Volkerson theory for lap joints. The results from the tests show that there is a specific anchor length for each material used. The tests also show that the strain limit in the concrete is the governing factor for failure. Furthermore, a compression between test and theory shows that the derived elastic theory can be used for moderate levels of load.     

板壳式换热器设置膨胀节的判定

介绍板壳式换热器的主要特点和应用。当壳体与板束温差较大时,笔者通过对产品开发的生产实践,提出解决板壳式换热器要否设置膨胀节的类似判定方法。     

胶层厚度对拉伸试样应力分布影响的数值分析

运用弹塑性有限元法研究了胶层厚度对承受拉伸载荷的对接接头胶层内应力分布的影响．三维有限元法数值分析的结果表明，随胶层厚度减小，胶层中正应力SZ与剪应力SYZ的分布趋于均匀；而对正应力SY而言，胶层厚度为0．15mm时，其边缘峰值应力最低。     

一种多参数优化的联合信源信道编码方法*

针对JPEG2000码流的渐进传输特性,提出了一种多参数优化的联合信源信道编码方法,即MPO-JSCC。在码率分配的基础上,动态地选择Turbo码交织长度、迭代译码次数,通过优化编码器多个参数更好地执行不等差错保护策略,同时加入JPEG2000容错工具,在接收端利用错误掩藏机制以提高图像解码成功率。将该方法应用于噪声信道的图像传输系统中,仿真结果表明,MPO-JSCC既能在不增加系统复杂度及延迟时间的同时提高重建图像的质量,又能节省系统发射功率,具有一定的现实指导意义。     

基于信道识别的WPM解调性能改善研究

小波包调制的主要优势是其调制结构以及解调策略上的灵活性。该文利用小波包调制多速率传输特性,通过信道识别,采用联合估计的方法,探讨了小波包调制系统在不同信道中的性能改善问题。仿真结果表明该方法明显提高了小波包调制系统在不同信道中的传输性能以及抗干扰能力。     

Numerical simulation on bolted rock joint shearing performance

A Double Shear Model(DSM)was used in a numerical simulation on bolted rock joint shearing performance.An entire bolt deformed as the letter"U"under a shear load between two joints.Near the bolt-joint intersection,the bolt partly deformed as the letter"Z".There were two critical points along the bolt: one was at the bolt-joint intersection with zero bending moment and the other at the maximum bending moment(plastic hinge)with zero shear stress.The blocks on two sides slid along the bolt as it deformed.A separation area was found between the two joint contact surfaces of the middle rock block and sided block.This area of separation was related to bolt diameter and external forces.We assume that this area is related to the work of external forces.Further research is needed.     

型钢翼缘狗骨式削弱在型钢混凝土节点的作用

为了防止地震时型钢混凝土节点核心区发生剪切破坏以及梁柱连接焊缝发生脆性断裂,提出对型钢混凝土节点核心区附近梁端型钢的上、下翼缘采取狗骨式削弱,并系统研究翼缘削弱对提高型钢混凝土节点抗震性能的作用.研究表明,由于在梁端型钢翼缘采取狗骨式削弱,不仅能够将塑性铰控制在梁型钢削弱的位置,从而有效地降低了节点核心区所受的剪力以及梁柱连接焊缝的应力;而且能够改善节点塑性铰区的转动能力和抗剪性能,提高节点的延性和耗能能力.     

彩钢岩棉夹芯屋面板、墙面板节点性能研究

为了掌握彩钢岩棉夹芯屋面板、墙面板与檩条的螺钉连接节点抗拉破坏机理,采用理论分析、试验验证及有限元模拟相结合的方法研究了不同钢板厚度及芯材厚度时节点破坏情况.分析结果表明:屋面板节点连接破坏是由于钢板局部屈曲引起的,墙面板则是钢板被冲剪破坏造成的,同时,结合对有限元模拟结果的回归,提出了节点承载力设计公式,可为以后节点设计提供参考.增加岩棉刚度及其与侧向钢板的粘结,或增加钢板厚度对提高屋面板节点极限承载力起着重要作用.