Effects of apitong (Dipterocarpus spp.) extractives on bond strength development and curing rate of adhesives

Emulsion polymer isocyanate ( ), polyvinyl acetate ( ) and resorcinol-formaldehyde ( ) adhesives were used to produce single lap shear specimens using resinous and non-resinous apitong (Dipterocarpus spp.) timbers. Tests showed that joints made with highly resinous apitong were about 40% weaker than similar joints made with non-resinous apitong. The resinous apitong was treated with different solvents to yield five different extractives which were characterized by infra-red analysis. Apitong extractives were then added to and adhesives and joints made with buna (Fagus crenata), a timber known to be low in extractives and easy to bond. Joints prepared using extractive-containing adhesives were generally weaker than those made with the unmodified adhesives. RF adhesives containing extractives cured more slowly than unmodified . It is thought that the acidic nature of the extractives changes the pH of the system sufficiently to affect the curing mechanism     

Rheology of cementitious paste with silica fume or limestone

The rheological behaviour of cementitious pastes where cement has increasingly been replaced by densified silica fume (SF), untreated SF or limestone has been studied. The effect of SF on the flow resistance, taken as the area under the flow curve, was found to depend on the dispersing ability of the plasticizer as illustrated by pastes with naphtalene sulphonate-formaldehyde condensate (SNF) and polyether grafted polyacrylate (PA).The gel strengths increased with increasing SF replacement of cement independently of plasticizer type. The cementitious gel strength was, however, depending on the type of SF since pastes with densified SF developed lower gel strengths than pastes with untreated SF. This phenomenon was attributed to agglomerates in the densified SF which remained unbroken by the mixing and measurement sequence.Both flow resistance and gel strength decreased with increasing limestone replacement. Thus, silica fume may have an advantage over limestone filler as stabilizing agent for self-compacting concrete preventing segregation upon standing and reduced form pressure due to a more rapid gel formation.     

一种高效的网格资源监测算法ACTC的改进算法

资源监控是网格计算的关键组成部分。资源监控算法既要保证网格系统中资源信息高保真度又要考虑资源信息在网络传输中的负担最低。ACTC算法就是为实现以上目的而被提出,但是算法中对资源信息更新量的动态门槛值(d_threshold)计算方式不合理,有可能导致算法演变成低级的单纯依靠时间敏感机制(TSM)来发送资源更新通知,并且算法中遗漏了一些极端情况的考虑。提出了新的d_threshold计算公式和限制条件,进行性能改进和完善,并对改进前后两算法进行实验对比。实验表明,改进后算法提高了资源信息准确性,并使监控系统     

基于淘宝的卖家信用动态评价模型改进研究

在C2C电子商务中,卖家的信用评价成为买方规避不确定性与交易风险的重要指标。目前国内以淘宝为代表的C2C电子商务采用的信用评价方法是简单的互评机制。这种方法在实际应用中忽略了信用的生命周期、信用的评价权重、顾客满意度评价尺度差异等重要因素,得出的卖方信用水平与其实际值偏离较大。论文在已有信用评价方法中引入信用的评价权重、顾客满意度评价尺度差异、初始评价值等因素,对已有的信用评价方法与模型做出改进。改进后的动态信用评价模型较好地解决了目前存在的信用评价失真问题,具有一定的现实意义。     

深基坑工程安全评价的尖点突变模型

为评价深基坑工程失稳的突变特征,采用突变理论建立了深基坑工程尖点突变安全评价模型.根据工程安全监控理论,引入突变理论,以基坑水平变形为例,考虑深基坑土体的流变特性,建立了基于时效影响因子的深基坑工程尖点突变安全评价模型.实例分析表明,尖点突变安全评价模型克服了采用常规设置监控值评价时参数选择困难,并能反映基坑失稳突变性的特点,可以量化评价基坑安全程度,正确评价安全状态,具有适应性强、精度高的优点.     

天然气管道事故严重度评价体系研究

为解决由于天然气管道管材的老化、腐蚀以及外力破坏引发事故的评价问题,以目标层、准则层和指标层3层结构体系,构建了天然气管道事故严重度评价体系,该体系从管道类型、事故类型、事故发生地点和事故已有损失4个方面来评价事故的严重程度,采用百分制权重加和法得到事故严重度指标值G,依据G值大小将事故分为3个等级,评估结果可以为管理层提供参考,为制定天然气管道事故抢修抢险方案起到导向作用.     

树脂增强选择性激光烧结多孔金属件的研究

针对选择性激光烧结(SLS)间接方法成型的金属零件形坯,经脱脂和高温烧结后形成的零件存在大量孔隙和空洞,其致密度和强度都较低,不能满足实际应用要求的问题,采用改性耐高温环氧树脂浸渗零件烧结坯的方法,使多孔金属件致密化,并粘结内部金属网架,提高零件的机械性能.对浸渗烧结坯的拉伸强度的测试和扫描电镜(SEM)以及热失重(TGA)的分析结果表明,浸渗树脂后的烧结坯拉伸强度提高了约4倍;改性环氧树脂和金属网架粘结在一起,形成一个密实的网络结构,致密度大幅提高;零件可在200℃的温度下使用.该方法可以制造注塑模具和功能零件.     

片上网络中有保障服务的性能评估

本文针对如何评测片上网络中的有保障服务(Guaranteed-Services,GS)对尽力而为(Best-Effort,BE)流量的传输性能的影响进行了研究,提出了评测重点及相关性能指标,给出了构建网络流量的方法,采用了一种分层逐级抽象的方法搭建了支持任意拓扑结构、任意规模、多种网络协议的性能评估平台,实现了对片上网络中GS服务的性能评估.评测实例的结果表明该平台达到了评价片上网络中GS服务的服务质量和分析GS服务对网络整体性能的影响的目的,有效的帮助设计者在保障局部服务质量的同时提高网络性能,为设计优化提供了依据.     

服务质量要求下的分布式网络可靠性计算方法

为了评估构建在互联网络环境中,具有服务质量要求的分布式网络可靠性能,研究出一套可靠性指标计算方法.首先按照服务质量要求,在赋有权值的网络中计算出分布式节点间所有路由.然后根据这些路由建立满足服务质量要求的网络邻接矩阵,对邻接矩阵进行分解与整合等变换运算,求得不交化网络状态集.最后根据不交化网络状态集得到可靠性指标的计算式,进而完成可靠性指标计算.论述了算法每个关键环节的正确性,通过算例和实验结果充分说明了新算法的合理性.     

Zonal disintegration phenomenon in enclosing rock mass surrounding deep tunnels -- Elasto-plastic analysis of stress field of enclosing rock mass

The zonal disintegration phenomenon (ZDP) is a typical phenomenon in deep block rock masses. In order to investigate the mechanism of ZDP, an improved non-linear Hock-Brown strength criterion and a bi-linear constitutive model of rock mass were used to analyze the elasto-plastic stress field of the enclosing rock mass around a deep round tunnel. The radius of the plastic region and stress of the enclosing rock mass were obtained by introducing dimensionless parameters of radial distance. The results show that tunneling in deep rock mass causes a maximum stress zone to appear in the vicinity of the boundary of the elastic and the plas-tic zone in the surrounding rock mass. Under the compression of a large tangential force and a small radial force, the rock mass in the maximum stress zone was in an approximate uniaxial loading state, which could lead to a split failure in the rock mass.