锁骨钢板治疗肩锁关节脱位的随访研究

目的对锁骨钩接骨板治疗肩锁关节脱位进行随访研究。方法对我院收治的TossyⅢ型肩锁关节患者采用锁骨钩接骨板的方法进行手术治疗,采用L'Insalata评分和Constant评分对治愈患者肩关节的功能进行随访研究及比较分析及。结果本组患者切口均一期愈合,无感染,断钉;患侧的肩锁关节的功能与健侧比较,差异没有统计学意义(P>0.05)。结论采用锁骨钩接骨板治疗肩锁关节脱位(TossyⅢ)具有显著疗效。     

Crack growth retardation following the application of an overload cycle using a strip-yield model

Experiments have shown that the application of an overload cycle can act to retard crack growth and even potentially lead to crack arrest. This paper describes a new method for investigating fatigue crack growth after the application of an overload cycle under plane stress conditions. The developed method is based on the concept of plasticity-induced crack closure and utilises the distributed dislocation technique and a modified strip-yield model. The present results are compared to previous experimental data for several materials. A good agreement is found, with the predictions showing the same trends in the various stages of post-overload crack growth.     

Development of 600MPa High Aluminum Cold Rolled Dual Phase Steel and Its Application

An original 600MPa high aluminum dual phase steel had been successfully developed in this paper.The microstructure analysis showed that the microstructures of the steel mainly consist of ferrite and 16% martensite which distributed around the ferrite grain boundaries.TEM analysis demonstrated that there exist lots of high density dislocations in ferrite as well as an obvious twin-structure and some ribbon structures in martensite.The tensile test and the bake-hardening test showed that the steel delivers an excellent mechanical properties of R p0.2 =350-390MPa,R m =620-660MPa,R p0.2 /R m =0.55-0.65,A 80mm =25-29%,n=0.18-0.21 and an excellent bake-hardening property of BH 2 =50-60MPa as well as an excellent of work-hardening (WH) property of WH=120MPa。The spot-welding test showed that this dual phase steel has a good welding adaptability.Own to the excellent formability,the steel has been successfully used in the production of some auto parts.     

Numerical approximation of incremental infinitesimal gradient plasticity

We investigate a representative model of continuum infinitesimal gradient plasticity. The formulation is an extension of classical rate‐independent infinitesimal plasticity based on the additive decomposition of the symmetric strain tensor into elastic and plastic parts. It is assumed that dislocation processes contribute to the storage of energy in the material whereby the curl of the plastic distortion appears in the thermodynamic potential and leads to an additional nonlocal backstress tensor. The formulation is cast into a numerical framework by a saddle point approximation of the corresponding minimization problem in each incremental loading step. This allows one to reformulate the (nonlocal) dissipation inequality to a point‐wise flow rule and yields a solution scheme, which is a direct extension of the standard approach in classical plasticity. Our numerical results show the regularizing effects of the additional physically motivated terms. Copyright © 2008 John Wiley & Sons, Ltd.     

高冲击压力下93W合金的位错亚结构及其硬化特征

采用宏观与显微硬度测量及位错亚结构观察分析相结合的方法对 93W合金真空退火处理态材料在爆炸冲击作用下的硬度变化及其机理进行了研究。发现 ,随着冲击压力的提高存在着一个由冲击硬化到软化的转化压力。该转化现象被位错亚结构随冲击压力的演化所证实。分析表明 ,在爆炸冲击下 ,材料剧烈的塑性变形效应在压力较低时应变硬化占主导地位 ,高冲击压力时塑性功转化为热所引起的温升 ,以及钨颗粒内部新相析出是导致合金软化的根本原因     

冲击加载条件下AZ31B镁合金变形孪晶的微观特征

采用分离式Hopkinson压杆(SHPB)对A231B热轧板材沿轧向进行冲击实验，加载应变率约为1200 s-1．利用金相显微镜和透射电子显微镜观察微观组织特征。结果表明：在应变量约为0.003的条件下，压缩孪生{10?1}/<10?2>与拉伸孪生{1?02}/< 1?01>均为孪生塑性变形机制，这与准静态加载下单一的拉伸孪生机制不同。孪晶内部的微观特征演化过程包括：1）平行排列基面层错的出现；2）与孪晶界成特定角度平行排列位错线的形成；3）位错胞的产生。     

关于城乡一体化发展的几点思考

介绍了城乡一体化的概念,结合秦皇岛市城乡发展现状,利用城市规划学和城市经济学的理论,制定了该市城乡一体化的规划对策和实施措施,以作为城乡有序建设的理论依据。     

深圳A8数字音乐大厦幕墙工程的浅谈与分析

本文主要对深圳A8数字音乐大厦幕墙工程的概况、主要技术难点以及新材料应用进行了分析和介绍,希望能给类似工程提供一些参考。     

Estimate of stress state in rock masses adjacent to open pit walls

It is proposed to study the action exerted by the tectonic stresses on stability of open pit walls by using the method of core disking in exploratory holes and the tectono-physical method based on the analysis of tectonic structure of a rock mass. __________ Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 3, pp. 36–44, May–June, 2007.