Bending stress of rolling element in elastic composite cylindrical roller bearing

A new structure design method of elastic composite cylindrical roller bearing is proposed, in which PTFE is embedded into a hollow cylindrical rolling element, according to the principle of creative combinations and through innovation research on cylindrical roller bearing structure. In order to systematically investigate the inner wall bending stress of the rolling element in elastic composite cylindrical roller bearing, finite element analysis on different elastic composite cylindrical rolling elements was conducted. The results show that, the bending stress of the elastic composite cylindrical rolling increases along with the increase of hollowness with the same filling material. The bending stress of the elastic composite cylindrical rolling element decreases along with the increase of the elasticity modulus of the material under the same physical dimension. Under the same load, on hollow cylindrical rolling element, the maximum bending-tensile stress values of the elastic composite cylindrical rolling element after material filling at 0° and 180° are 8.2% and 9.5%, respectively, lower than those of the deep cavity hollow cylindrical rolling element. In addition, the maximum bending-compressive stress value at 90° is decreased by 6.1%.     

加筋垫层对桩-网复合地基桩土应力比影响试验

由于加筋材料的拉膜效应,加筋垫层不仅加大了桩体承担荷载的能力,对上部路堤填土中的拱效应也有直接的影响。为了较好地研究加筋垫层对路堤荷载下桩-网复合地基桩土应力比的影响,设计了模型对比试验,分别对垫层底面和顶面的土压力进行了连续观测。结果表明,加筋垫层有助于桩-网复合地基桩土应力比的提高,尤其在填筑初期桩土应力比增长较快,并能进一步削弱上部路堤填土中的拱效应。因此加筋垫层可以提高桩-网复合地基桩的应力比,并且可以削弱上部路堤的拱效应。     

钢-混凝土组合空腹夹层板大跨楼盖设计

新型钢-混凝土组合空腹夹层板楼盖具有优异的空间力学特性,适用于大跨度、大柱网的工业与民用建筑,作为一种新的楼盖形式,与普通钢筋混凝土井字楼盖和密肋梁楼盖有较大的区别。以某部队营区篮球馆大跨度楼盖设计为例,介绍其主要设计计算过程。     

Prediction of recent bank retreat processes at typical sections in the Jingjiang Reach

The Jingjiang Reach is experiencing continuous channel degradation owing to operation of the Three Gorges Project(TGP)in2003.Significant retreat processes at composite riverbanks have occurred at local sites of this reach,which may influence the stability of the river regime and the effect of existing river training works.Therefore,bank retreat plays a key role in fluvial processes of the Jingjiang Reach,and it is necessary to predict the long-term processes of bank retreat at typical sections in the reach.In this study,various factors influencing bank retreat in the Jingjiang Reach are investigated,based on bank erosion processes at four sections and the corresponding flow and sediment conditions.It is discovered that fluvial erosion intensity is a dominant factor in controlling the processes of bank retreat in the reach,although other factors,such as bank soil properties,can also influence bank retreat.The bankfull width at a section with severe bank erosion since 2002 is defined as being equal to the sum of the bankfull width in 2002 and the accumulated bank retreat distance after 2002.The magnitude of the bankfull width can be expressed as an exponential function of the previous 5-year average fluvial erosion intensity during flood seasons.The accumulated distances of bank retreat at four sections over the period 2002–2012 are predicted using the proposed empirical relationships,with the calculated bank retreat processes agreeing well with observed data.     

多跨系杆拱桥极限承载力影响因素

为求得多跨系杆拱桥的稳定系数和安全储备,建立了多跨系杆拱桥的空间有限元模型.通过特征值屈曲分析,得到了成桥状态各工况的稳定系数,并分析了横撑刚度和数量对稳定系数的影响.考虑材料非线性和几何非线性的极限承载力分析,得到了成桥状态的活载稳定系数和恒载稳定系数,并分析了风荷载、温度作用、荷载布置和初始缺陷对稳定系数的影响.分析结果表明,特征值屈曲分析可以提供结构极限承载力的合理估计,横撑刚度对结构稳定系数的影响较横撑数量的影响要大;极限承载力分析过程中主拱四分点部位和跨中部位首先进入塑性状态,静风荷载对结构稳定系数的影响较温度作用和初始缺陷的影响要大.     

ZnO/TiO2复合粒子的抗菌性能研究

采用溶胶凝胶法制备了ZnO/TiO2复合粒子,通过XRD、SEM对所制备粉体颗粒的物相组成以及表面形貌进行表征,通过K-B纸片扩散法研究了紫外光照后ZnO/TiO2复合粒子的抗菌性能.结果表明,所制备的ZnO/TiO2复合粒子对革兰氏阴性菌大肠杆菌(Esche-richia coli)和绿脓杆菌(Pseudomonas aeruginosa)均具有良好的抑菌效果.并对ZnO/TiO2复合粒子的抑菌机理做了初步探讨,ZnO/TiO2复合粒子在紫外光照射下产生活性自由基(主要为.OH),具有强氧化性,产生优良的抗菌性能.     

EPC复合保温板建筑结构一体化施工技术

烟台某高层住宅项目外墙采用由三维钢丝网架与轻质保温内芯复合而成的水泥聚苯平板即EPC复合保温板.其力学性能和物理保温性能均满足工程需求,尤以保温性能显著并达到A级防火要求.该保温板与混凝土结构一起施工,使保温板与混凝土形成整体.结合工程实例,介绍EPC复合保温板的工艺特点和施工流程.实践表明该复合保温系统的整体性好,具有良好的保温节能和防火性能效果,并能加快施工进度,节约工程成本.     

基于声发射技术的高韧性水泥基复合材料开裂损伤特性

研究了同等抗压强度等级的普通混凝土和高韧性水泥基复合材料的抗弯拉力学性能,采用声发射(AE)技术对比检测和分析了二者在三分点弯曲荷载作用下的开裂损伤规律。力学测试结果表明,高韧性水泥基复合材料具有较高的抗弯拉强度和应变硬化能力。AE检测结果表明,随着普通混凝土强度的增大,AE信号幅度增大,但其AE事件总数增长规律和幅值分布规律与强度无明显关系;高韧性水泥基复合材料AE信号的幅值和分布密度均比同等抗压强度等级的普通混凝土小;普通混凝土试件的断裂过程区主要集中在断裂面附近,而高韧性水泥基复合材料基本已覆盖了整个纯弯段,在细密裂缝的扩展过程中高强纤维对裂尖能量进行了有效的吸收和传递。     

钢渣-矿渣-水泥复合胶凝材料的水化性能和微观形貌

通过测定矿渣和钢渣部分取代水泥构成的钢渣-矿渣-水泥复合胶凝材料(SBC-CCM)的物相组成和80h内的水化热,研究了SBC-CCM试样的微观形貌和水化性能,并用正交试验结果分析了SBC-CCM中钢渣-矿渣的最佳掺量和比例。结果表明:SBC-CCM的水化过程和水化产物的物相组成与硅酸盐水泥的相似,矿渣在水化早期参与反应,钢渣在水化早期呈惰性;SBC-CCM的80h水化放热量和放热速率均低于水泥相应的数值;正交试验结果表明水胶比对SBC-CCM强度的影响最显著,矿渣-钢渣的最佳质量比为2∶1。