高强钢筋搭接焊缝的性能试验

提出焊接高强闭合箍筋形式,开展8组高强钢筋搭接焊缝性能的拉拔试验,研究焊缝长度、焊缝形式和焊缝厚度对焊接试件屈服强度和极限强度的影响.试验结果表明:焊接试件的屈服强度略低于单根钢筋试件,极限强度较为接近;在试验参数取值范围内,随着焊缝长度的增加,双面搭接焊试件的屈服强度和极限强度略有增加;单面焊与双面焊对试件性能的影响不明显;加厚焊缝可以提高焊缝的可靠度.     

钢、砌体及混凝土构成的组合梁跨中截面应力分析

在房屋建筑中时常会用到钢窗。试图在组合结构中让钢窗框参与受力,用以提高开洞组合墙边框对砌体的约束。本文着重研究钢过梁与其上的砌体及圈梁构成的钢-砌体-混凝土组合梁(GQH组合梁)的截面应力分布。通过应力分析得出厚钢板需要满足一定高度才能保证砌体不开裂等一些有利于后续研究的结论。     

热管刀具的设计及散热性能测试

为设计结构合理的热管刀具,研制了热管性能测试系统,模拟热管在车刀内的工作条件,通过正交试验优化热管使用参数.在此基础上,分别设计了嵌入式、侧压式和槽嵌式3种不同热管植入形式的热管刀具,并进行干车削45#钢实验,以量化评估这几种热管刀具的散热性能.对热管的传热测试结果表明:圆热管和扁热管在受热段长度18 mm、冷却段长度20mm、循环冷却水温度75℃、热管弯曲5°时的传热效果最优.对这几种热管刀具的切削量热实验表明:嵌入式热管刀具中的热管传热效率最高,槽嵌式的次之,侧压式的最弱.     

Preparation and evaluation of biomimetric nano-hydroxyapatite-based composite scaffolds for bone-tissue engineering

In the present study,novel biomimetic composite scaffolds with a composition similar to that of natural bone were prepared,using nano-hydroxyapatite,collagen,and phosphatidylserine.The scaffolds possess an interconnected porous structure with a porosity of 84%.The pore size ranges from several micrometers up to about 400 m.In-vitro studies in simulated body fluids showed that the morphologies of the products derived from mineralization can be regulated by the extracellular matrix components of the scaffolds;this in turn leads to creation of a large number of hydroxyapatite crystals on the scaffold surface.The regulatory properties of collagen and phosphatidylserine also influenced the cell response to the composite scaffolds.MC3T3-E1 cells attached and spread on the surfaces of the materials and interacted with the substrates;this may be the result of charged groups on the composite materials.Radiological analysis suggested that calluses and bone bridges formed in defects within 12 weeks.These composite scaffolds may therefore be a suitable replacement in bone-tissue engineering.     

Kinetic evaluation of the size-dependent decomposition performance of solvent-free microcellular polylactic acid foams

A thermal gravimetric method is described for evaluating the kinetics of cell size-dependent decomposition and lifetime estima- tion for microcellular tissue engineering scaffolds made of biodegradable polylactic acid(PLA)foams.PLA foam cell sizes from 550 to 20?m were fabricated experimentally using a solvent-free solid-state foaming technique under saturation pressures from 1 to 5 MPa.The thermal properties of the PLA foams with respect to the cell sizes were measured using thermal gravimetric analy- sis in a nitrogen atmosphere and the activation energy and pre-exponential factor were derived to evaluate the decomposition ki- netics and estimate lifetime.It was found that small cell sizes can be achieved under high saturation pressures and that the thermal stability of PLA decreases after the fabrication process.The cell size-dependent thermal stability and degradation rate indicate that a PLA foam of larger cell sizes has a shorter degradation time,a few tenths that of the PLA raw material,at a temperature of 37°C. The results suggest that it is feasible to optimize fabrication parameters to obtain appropriate cell sizes and lifetimes that satisfy the application requirements for various organs.This study provides the basis for precise scaffold design and quantitative analysis of PLA foams in tissue engineering applications.     

钢骨—T形钢管混凝土中长柱轴心受压试验分析

为研究钢骨—T形钢管混凝土长柱轴心受压力学性能,对16根长细比为16<λ<43的钢骨—T形钢管混凝土柱进行轴心受压试验,研究试件破坏形态和工作机理,得到试件的荷载—纵向位移曲线、荷载—应变曲线以及荷载—挠度曲线。通过分析套箍指标、配骨指标和长细比等参数对试件轴心受压力学性能的影响,以及对比试件极限承载力的试验值和理论计算值,提出钢骨—T形钢管混凝土长柱轴心受压稳定系数计算方法,进而推出极限承载力计算公式。研究结果表明:内置工字型钢骨的T形截面钢管混凝土柱具有较好的延性;钢管、混凝土和钢骨三者能很好地协同工作,改善了核心混凝土的脆性破坏性质,使组合柱的承载力显著提高;所提出的试件极限承载力计算公式可供工程设计参考。     

钢管混凝土拱—钢腹板PC箱型系梁组合桥梁

为减轻钢管混凝土拱梁组合体系桥的自重,提出了采用钢腹板(平钢腹板或波纹钢腹板)代替PC箱形系梁的混凝土腹板,从而形成钢腹板PC箱形系梁。以一座已建成的钢管混凝土拱梁组合体系桥为原桥,进行了钢腹板PC箱形系梁的试设计研究。结果表明,试设计桥由于减小了自重下的内力,降低了面内自振频率,从而改善了原桥的静力和抗震性能。此外,试设计桥经济性好且方便施工,说明钢管混凝土拱—钢腹板PC箱型系梁组合桥梁是可行的。     

中国—东盟国际商贸物流中心超高层结构静力弹塑性分析

为了研究钢框架—钢筋混凝土核心筒结构体系的抗震性能,基于FEMA-356建议的模型,采用MI-DAS/Gen有限元分析软件对中国—东盟国际商贸物流中心A座进行静力弹塑性分析,研究该结构体系整体抗震性能。结果表明:结构构件进入弹塑性的层次分明,核心筒为强墙弱梁的屈服机制,核心筒屈服后在外框架的协同作用下,整体结构仍能够继续承受较大的地震荷载,结构破坏模式合理,具备多道抗震防线及良好的抗震性能。研究结果可为结构工程设计提供良好的参考。     

智能控制高速复合消磁方法

文章研究一种智能控制高速复合消磁方法,通过磁敏传感器阵列自动检测各种口径铁磁质工业管件的表面剩余磁场的强度、极性和节距,为DSP信号处理器提供数据,DSP控制消磁参数,驱动复合消磁器对铁磁管件进行高速和可靠的消磁。开发的智能控制高速复合消磁设备能可靠消除各种口径铁磁质工业管件的剩余磁场,解除后续加工、安装和使用中遇到的剩磁困扰。     

不锈钢中各元素对其组织及性能的影响与作用

不锈钢因其良好的耐腐蚀性能而被广泛应用于各领域,本文介绍了不锈钢中常见的C、Cr、Ni、Si、Mn、Mo、N等合金元素各自对其组织及性能的主要影响与作用,而当这些合金元素同时存在时,不锈钢的组织及性能则取决于他们影响的总和。