An element-based displacement preconditioner for linear elasticity problems

Finite element analysis of problems in structural and geotechnical engineering results in linear systems where the unknowns are displacements and rotations at nodes. Although the solution of these systems can be carried out using either direct or iterative methods, in practice the matrices involved are usually very large and sparse (particularly for 3D problems) so an iterative approach is often advantageous in terms of both computational time and memory requirements. This memory saving can be further enhanced if the method used does not require assembly of the full coefficient matrix during the solution procedure. One disadvantage of iterative methods is the need to apply preconditioning to improve convergence. In this paper, we review a range of established element-based preconditioning methods for linear elastic problems and compare their performance with a new method based on preconditioning with element displacement components. This new method appears to offer a significant improvement in performance.     

Extracting Modes of Constrained Structure with Elastic Supports from Free Test Data

The dynamic flexibility (DF) and improved dynamic flexibility (IDF) methods can be applied to extract constrained structural modes from free-free modal test data. The residual flexibility method is also good for boundaries of constrained structure with rigid supports. Under elastic support boundary conditions both the DF and residual flexibility methods cannot produce accurate results. This paper expands the previously published IDF method to become a more general approach for structural design engineers. A new method called the general dynamic flexibility (GDF) method has been developed in this paper to extract constrained structural modes from free test data. The GDF method can always be applied as follows: (1) when the boundary support stiffness is very stiff, the GDF method can accurately obtain results from rigid support as by Liu et al. in 2001 and Zhang and Wei in 2003; (2) when the support stiffness is soft, the present method can produce results similar to those free-free modal parameters measured by hanging structures using rubber band; (3) when the support stiffness is zero, the method can reproduce true free-free modal parameters; and (4) when the support stiffness has any finite values, the GDF method can also achieve satisfactory results for engineering use. The algorithm included in the GDF method converges rapidly and is numerically stable in the analysis. This feature is very practical for many engineering applications for using the GDF method.     

20Cr_（2）Ni_（4）W钢钴粉涂层激光合金化的试验研究

本文采用２ｋＷＣＯ_２激光器对２０Ｃｒ_（２）Ｎｉ_（４）Ｗ钢进行了激光表面钴合金化的试验研究。用光学显微镜、扫描电镜、电子探针、Ｘ射线衍射、透射电镜、显微硬度计等手段分析了合金化区域的成分、组织和性能。结果表明，激光表面钴合金化可获得含钴均匀的合金化层，合金化层的高温硬度和热疲劳性能均有提高，在热作工具钢表面性能优化领域有着良好的应用前景。     

实腹式巨型框架与空腹式巨型框架抗震受力性能对比研究

运用有限元分析软件SAP2000对实腹式巨型框架与空腹式巨型框架的抗震受力性能进行地震反应的弹性时程分析,比较实腹式巨型框架与空腹式巨型框架抗震受力性能的差别;为简便起见,本文只比较实腹式巨型框架梁与空腹式巨型框架梁的不同抗震特性.分析表明,空腹式巨型结构在受力性能上要优于实腹式巨型结构.     

电渣熔铸模具钢/低合金钢双金属平板件的制备与性能

采用电渣熔铸方法制备了Cr12MoV/40Cr双金属平板件,研究了熔铸及热处理工艺对双金属组织和性能的影响.结果表明:使电极与结晶器产生相对运动或增加电极数量可避免双金属U型界面、浇不足及冷隔等缺陷的产生,获得界面结合牢固、均匀平整且过渡层适当的双金属平板件.双金属Cr12MoV钢一侧的淬火和回火组织为回火马氏体 网状共晶碳化物 细小粒状二次碳化物 少量残余奥氏体.双金属的最佳热处理工艺为980℃淬火 230℃回火,其冲击韧性ak值可达25 J/cm2以上,工作层硬度HRC≥62.     

高职《数据结构》教学改革重在应用的探索

《数据结构》是一门重要的课程,但是又是学生反映难学的课程。通过教学改革的探索,分析了《数据结构》的教学内容和高职的状况,提出高职的就业教育决定高职《数据结构》教学改革重在应用的思想。     

算法与数据结构学习兴趣影响因素分析

文章对算法与数据结构课程的学习兴趣调查结果进行了分析,提出采用自编学习兴趣量表测量学生的学习兴趣,总结学生的基础课程学习情况以及对课程教学的看法。分析结果显示:学生的学习兴趣受专业基础课程成绩和对课程学习重要性认识的影响,增加实践性教学和以案例为先导的理论课教学方式更有利于提高学生的学习兴趣。     

Pb_n微团簇(n=20～30)及铅晶体表面过程的计算机模拟

基于Murrell等提出的有效正体加三体展开势能函数对铅微团簇Pbn (n =2～ 3 0 )的结构及面心立方晶体铅的表面行为进行了计算机模拟。发现Pbn 微团簇的结构衍生规律为 :依次增加一个三配位的表面原子 ,分子表面为三元环所覆盖 ,整个分子为畸变的四面体的密堆积 ;f (c)铅晶体的表面层原子间内压缩最为严重 (最大达 8% ) ,从第三层开始层间距的伸缩率已经很小 ( <1 % )。     

Pbn微团簇(n=20～30)及铅晶体表面过程的计算机模拟

基于Ｍｕｒｒｅｌｌ等提出的有效正体加三体展开势能函数取铅微团簇ｐｂｎ（ｎ＝２～３０）的结构及面心立体表面心立方晶体铅的表面进行也计算机模拟。发现ｐｂｎ微团簇的结构衍生规律为：依次增加一个配位的表面原子,分子表面原子,分子表面为三元环所覆盖,整个分子为畸变的四面体的密堆积：ｆ（ｃ）铅晶体的表面层原子间内压缩最为严重（最大达８％）,从第三层开始层间距的伸缩率已经很小（〈１％）。     

Encapsulation of geometric functions for ship structural CAD using a STEP database as native storage

It is difficult to support collaborative design with a conventional ship CAD system that manages design information using files. The file storage, however, can be replaced with a commercial database management system. This paper describes OpenDIS, which is an interface between the geometric modeling kernel and the DBMS. The main purpose of OpenDIS is to implement a CAD system that has the STEP database as the native storage. A prototype CAD system has been implemented using the OpenCascade geometric modeling kernel and ObjectStore, a commercial object-oriented DBMS. The STEP methodology is used for the database schema. This CAD system has been applied to the hull design process of a ship in order to verify the usefulness of the interface.