Euclidean Distance Mapping for computing microstructural gradients at interfaces in composite materials

This paper presents an image analysis procedure using Euclidean Distance Mapping to compute microstructural gradients at interfaces in composite materials. This method is capable of producing phase distribution plots at single pixel strip width very quickly and efficiently. Compared to conventional dilation-subtraction strip analysis, the new method is faster, more flexible and is not constrained by feature geometry and boundary conditions. This allows for truly random and unbiased sampling. The new method was applied to investigate microstructural gradients at the interfacial transition zone (ITZ) of an ordinary Portland cement concrete. The average results show strong gradients in anhydrous cement and detectable porosity at the ITZ, but this is highly variable from location to location. The overall ITZ characteristics depend on the amount of calcium hydroxide deposited on aggregate particles. The new method was able to measure the effect of these calcium hydroxide deposits on the porosity gradient, which has not been reported before.     

基于物联网的航空物流查询平台

针对国内航空物流信息化建设方面的问题,提出并设计了一套基于物联网的航空物流查询系统。该系统通过RFID技术完成数据采集,并通过RS232串口将数据传输到ZigBee终端节点,然后利用ZigBee无线网络进行短距离传输到路由节点,最后经过 ZigBee 网关将信息传输出去。实验结果表明该平台可以对航空货物进行智能化、可视化、信息化管理。该设计为航空物流管理提供了新的思路,有良好的应用前景。     

Construction of two-dimensional supramolecular structure containing water tetramer and octamer

The complex [Cd₂(phen)₄(p-phth)(H₂O)₂](p-phth) · 10H₂O (1) has been synthesized by the reaction Cd(NO₃)₂ with phen and p-phth (where phen = 1,10-phenanthroline, p-phth = p-phthalic acid) in a solution of ethanol and distilled water. The crystal structure was characterized by X-ray single-crystal diffraction and infrared spectrum. In 1, a novel 2D supramolecular structure was formed, containing water octamer and tetramer.     

Properties of lightweight expanded polystyrene concrete reinforced with steel fiber

Expanded polystyrene (EPS) concrete is a lightweight, low strength material with good energy-absorbing characteristics. However, due to the light weight of EPS beads and their hydrophobic surface, EPS concrete is prone to segregation during casting, which results in poor workability and lower strength. In this study, a premix method similar to the ‘sand-wrapping’ technique was utilized to make EPS concrete. Its mechanical properties were investigated as well. The research showed that EPS concrete with a density of 800-1800 kg/m³ and a compressive strength of 10-25 MPa can be made by partially replacing coarse and fine aggregate by EPS beads. Fine silica fume greatly improved the bond between the EPS beads and cement paste and increased the compressive strength of EPS concrete. In addition, adding steel fiber significantly improved the drying shrinkage.     

复合硅酸盐水泥固化含氟污泥的试验研究

采用复合硅酸盐水泥对含氟污泥进行固化处理并制取了不同污泥掺量的水泥标准试块，考察了掺量对试块抗压强度、氟离子浸出量、物相转变和晶体形态的影响。结果表明，当含氟污泥掺量为10％时，试块强度高，氟离子浸出量低，是较为适宜的污泥掺加比例。10％掺量试块28天抗压强度达到22.2 MPa，满足一般垫层、基础、地坪及受力不大的结构强度要求；10％掺量试块在地下水和酸雨作用下的氟离子浸出量分别为0.16 mg/L和0.39 mg/L，远小于危险废物100 mg/L的标准限值，安全性较高；机理研究表明，氟化钙污泥的加入加快了水泥中C3A的水化速度，增加了早期AFt生成量，提高了试块早期强度。     

基于粗糙集的载体桩质量核心影响因素分析

针对载体桩质量不容易控制的特点,在剖析载体桩承载机理的基础上,分析了影响载体桩质量的各因素,并引入粗糙集理论,建立了影响因素约简模型。以邯郸地区载体桩工程为例,通过模型约简得出最小的影响因素集,从而确立了影响载体桩质量的核心影响因素,为载体桩的质量预测和控制提供理论依据。结果显示该方法克服了目前人们以主观和定性分析为主的缺点,可信度较高。     

基于未确知数学理论的建筑结构可靠性分析

本文结合结构可靠性评估特点,应用未确知测度、置信度的概念,建立了基于未确知测度的工程结构可靠性评估模型,并结合工程实例,验证该模型在处理大量不确定性影响因素时丢失信息少,得到的评估结果能够客观全面地反映结构可靠性。该评价方法操作相对简单,满足工程需要,更加实用。     

级配碎石柔性基层固体体积率指标研究

级配碎石的固体体积率是其级配设计的重要控制指标,对级配碎石的强度和抗变形能力有着重要的影响,本文通过大量的试验研究了级配设计、粗集料性能以及细集料性能对级配碎石固体体积率指标的影响规律,提出了固体体积率的指标控制取值,为级配碎石的设计和施工提供了有利的参考。     

考虑降解率下的垃圾土降解压缩量计算模型

从无机物质量不变出发,在考虑降解率与密度变化的情况下,围绕垃圾土的密度、质量与体积三者关系,结合由自配试样进行降解试验获得的降解率规律,推导了垃圾土一维降解压缩模型。研究结果表明,降解压缩量与初始时刻有机物的体积百分含量、降解率及初始高度有关,且成正比关系。利用该模型对重庆市某垃圾填埋场的有机物降解沉降量进行了计算,可以看出降解沉降量与时间呈指数函数关系,在填埋初期降解沉降速率较大,随着时间推移,降解沉降量趋于稳定。     

钢管塔架K型加肋节点的承载力分析

通过试验对1／4加肋K型钢管插板连接节点的极限承载力进行了研究,同时借助有限元分析了主管壁厚,环板宽度和厚度以及不同加肋方式对节点极限承载力的影响。在此基础上根据试验和有限元结果以及节点的破坏模式提出了适用于估算此类节点极限承载力的极限分析模型和建议公式。结果表明：加肋K型钢管插板连接节点的承载力受主管壁厚和环板宽度和厚度的影响较大,且分主管控制和环板控制2种情况来讨论。采用的四铰破坏机理和五铰破坏机理极限分析模型能较好的反映此类节点的受力性能。