Preparation and characterization of calcium phosphate cement with enhanced tissue adhesion for bone defect repair

Anti-washout and tissue adhesion properties are essential for the clinical application of injectable bone materials. In this study, we prepared calcium phosphate cement (CPC) with anti-washout and tissue adhesion properties and attempted to build covalent bonds between CPC and the amino groups in bone tissue under a self-regulating pH system in the CPC (acidic to basic). The results of push-out tests demonstrated that a significant enhancement (from 6.42 ± 0.76 N to 61.5 ± 4.09 N) in tissue adhesion was obtained with the addition of 6% (w/w) oxidized sodium alginate (OSA) in CPC. The FTIR, XRD, anti-washout test, XPS, pH test, and SEM results suggested that the synergistic effect of OSA-citric acid (CA) led to the formation of a three-dimensional gel network structure in the CPC, and the Schiff base reaction between aldehyde and amino groups induced adhesion between CPC and the bone tissue. Further, the addition of less OSA had no significant negative effect on the hydration properties of CPC. Our work aims to promote the development of injectable bone material in clinical applications.     

Experimental and numerical study on compressive performance of perforated brick masonry after fire exposure

This paper discusses the compressive performance of perforated brick masonry after fire exposure. Compressive strength tests of the mortar, clay perforated brick, and perforated brick masonry specimens were performed in accordance with ISO834 fire tests of different durations. The temperature distribution of the masonry materials and specimens was simulated using the finite element software ABAQUS, with the thermal parameters of masonry materials recommended by European standard Eurocode 6 and related literature. The compressive strength reduction factors of mortar and clay perforated brick exposed to different fire durations were calculated via the layered method suggested by European standard Eurocode 1. In addition, the compressive strength reduction factors after cooldown were obtained from the experimental data of the masonry materials, and by considering further reductions in the compressive strength after cooling from high temperatures. Experimental data of the masonry specimens were compared with the numerical results obtained using the reduction factors proposed in this work. The comparison revealed an overall acceptable approximation. Thus, the method presented in this paper can be used to evaluate the residual capacity of masonry structures after fire.     

我国堆场磷石膏工程特性分析

磷石膏堆场的渗流及稳定性分析结果的可靠度取决于磷石膏物理力学参数的准确性,因此开展磷石膏工程特性研究十分必要。根据我国不同磷石膏堆场的试验数据,分别对磷石膏的物理性质、击实特性、渗透特性、固结特性和强度特性进行了分析。结果表明:磷石膏强度、压缩、渗透特性均与其压实程度密切相关,相同压实程度不同堆场磷石膏的物理力学性质相近;磷石膏渗透特性与其晶体形态有关;磷石膏在荷载作用下具有长期蠕变变形特性,磷石膏堆场封场后仍会发生较大沉降;深部磷石膏破坏时的应变大于浅层磷石膏;磷石膏剪切破坏时产生负孔隙水压力,实际工程中可通过测试孔压的变化了解堆场坝体的安全程度。     

基于SpatialWare的地理数据访问安全性研究

地理信息系统的应用越来越广泛,特别是基于网络的GIS的发展使地理空间信息通过网络被多用户所共享,因此必须考虑地理数据访问的安全性。文章以MapInfoSpatailWare空间数据引擎为研究对象,给出了基于此模式的数据访问安全性解决方案。     

低密度微泡沫压井液的研究与应用

吐哈油田部分区块地层压力系数小于0.9,常规水基压井液对储层伤害大,若使用油基压井液成本高,环境污染严重。通过实验优选出了一种低密度水基微泡沫压井液。该压井液具有密度低、泡沫强度高、稳定性好、携砂能力强等优点。现场应用表明,低密度微泡沫压井液稳定时间大于48 h,密度在0.70~0.99 g/cm3之间可调,抗油污染能力强,抗油大于8%,抗温在100℃以上,岩心污染后渗透率恢复值大于80%;并且施工方便,成本低,具有储层保护能力,使用微泡沫压井液的井表皮系数在0.20~2.34之间。     

用化学腐蚀制备多孔硅太阳电池减反射膜的研究

采用HF HNO3溶液化学腐蚀 ,在硅片上制备减反射效果优良的多孔硅太阳电池减反射膜 ,借助原子力显微镜 (AFM)和X光电子谱 (XPS)对其表面形貌和成分进行观察 ,发现该膜与电化学阳极腐蚀得到的多孔硅具有相似性 ,其主要成分为非化学配比的硅的氧化物SiOx(X <2 )。采用带积分球的光度分光计 ,测得形成多孔硅减反射膜后 ,硅片表面反射率大大下降 ,,在波长 330～ 80 0nm范围反射率只有 1 5～ 2 9%。研究指出这种强减反射作用 ,与多孔硅具有合适的折射率及其多孔特性的光陷阱作用有关     

共轭梯度法在三维复杂流动数值分析中的应用

将多块网格技术运用于三维T型管复杂流场的网格生成，利用不完全乔列斯基预处理共轭梯度，双共轭梯度方法求解N－S方程的离散方程。计算表明上述方法有良好的收敛特性，适合于诸如T型管等复杂流动的分析。     

基于Matlab/Simulink的机械工程控制系统仿真

通过列举一些实例 ,分析了Matlab/Simulink软件在机械工程控制系统仿真中的应用 ,能够简化编程 ,取得了很好的效果。     

GHJMn高抗磨合金衬板在大型水泥磨机上的应用

自1882年英国工程师R·A·哈特菲尔德发明标准奥氏体高锰钢(ZGMn13)以来,由于这种韧性较好的耐磨材料,自身具备加工硬化(冷作硬化)的机械性能,诱发A→M相变,可获得高强度、高硬度(HB500以上),从而提高材料耐磨性和使用寿命的特性.所以,一直能够沿用至今天.