不同变截面桩竖向承载特性的数值分析

基于现场试验,采用Abaqus有限元软件对等截面桩及变截面桩单桩竖向承载力测试实验过程进行数值模拟。结果表明:弹性变形阶段,竖向荷载-沉降曲线呈线性变化趋势,等截面桩比变截面桩桩身沉降较小;塑性屈服阶段,等截面桩与变截面桩单桩承载力几乎一致。变截面位置对桩侧摩阻力沿深度的分布有一定影响,最大侧摩阻力位置根据变截面的位置而变化。变截面桩的平均侧摩阻力较等截面桩的平均侧摩阻力大,变截面桩侧摩阻力效果较等截面桩更有优势。在相同承载力条件下,变截面桩所耗费的材料较等截面少,对于竖向承载特性,变截面桩与等截面桩表现基本一致,因此使用变截面桩能节约工程成本。     

Fluorescent lamp promoted formaldehyde removal over CeO2 catalysts at ambient temperature

Exploring an alternative strategy with high efficiency and low cost to abate formaldehyde (HCHO) in indoor environment, is of increasing significance for people's health. CeO₂ catalysts prepared by hydrothermal, precipitation and calcination methods were investigated for HCHO removal at ambient temperature. It is found that indoor fluorescent light visibly boosts the catalytic performance of CeO₂ catalysts for HCHO decomposition at ambient temperature. Among the CeO₂ catalysts, CeO₂ prepared from hydrothermal method (CeO₂–H) exhibits a superior catalytic performance and an excellent durability by eight recycle times. Based on the characterization and analysis, the excellent catalytic performance of CeO₂–H is mainly contributed by its abundance of surface oxygen vacancies, and photogenerated electrons and hole activated by fluorescent light. This work shows a potential practicability in HCHO pollution elimination by taking full advantage of the existing lighting in indoor environments.     

基于ITSS的故障智能诊断和处理系统的设计

如何以标准化的方式实施IT运维以提升运维服务的效率,对流程进行规范,是当前我国IT服务管理面临的迫切问题.文主要针对信息系统运维业务需求进行了分析,对支持ITSS的智能诊断和自动处理系统的开发和设计进行了详细阐述,以提高系统的运行稳定性.     

气压驱动式自动离合器控制技术研究

为了以较低成本实现AMT系统中离合器执行机构的气压驱动,在对离合器控制过程深入分析的基础上结合气动控制特点,提出了通过高速开关电磁阀以PWM方式驱动纯气动离合器执行机构的方法,及离合器参考模型自适应控制方法.通过多位驾驶员在不同道路条件和环境条件下的实车道路考核,验证了这种控制方法的可行性,研究结果同时表明:采用该方法的离合器执行机构价格低廉,为进一步实现产业化奠定了基础.     

连续拱梁组合桥的设计与结构分析

对蒙山大道桥——五跨连续拱梁组合桥的设计过程进行了详细的介绍,并对本桥建模计算进行了深入分析与研究.结果表明:体外预应力的设置与否对主拱拱脚水平反力影响显著,为类似桥梁设计提供参考.     

多溶洞地层桩端极限承载力下限有限元法分析

为计算多溶洞地层桩基的极限承载力,通过MatLab平台编制了用于分析多溶洞地层桩端极限承载力下限的有限元法计算程序。采用平面应变模型,并假定材料符合Mohr-Coulomb准则和塑性关联流动法则。定义无量纲参数N来衡量各参数对桩端极限承载力的影响。根据桩与溶洞间的相对位置关系,详细探讨了6种工况下桩端极限承载力的变化规律,并分析了嵌岩深度h_r、上覆土层自重q_s和溶洞直径D的影响程度。分析结果表明:桩端极限承载力随h_r的增大而增大,随D的增大而减小,而q_s的影响基本可忽略不计。此外,还对不同工况下桩端的极限破坏模式进行了分析。最后,通过考虑无溶洞、有溶洞下的2种桩基算例,验证了本文方法的正确性。     

The preparation and gas sensitivity study of polypyrrole/zinc oxide

Polypyrrole (PPy) was prepared by chemical oxidation polymerization, analyzed by FT-IR, elemental analysis and HRTEM, and studied for gas sensitivity. It suggested that PPy had sensitivity to NH₃, H₂S and NO_x, and showed irreversibility to NO_x gas. The organic–inorganic hybrid materials PPy/ZnO with different PPy weight percents were prepared by mechanical mixing, and the sensitivity study of the materials to toxic gases NH₃, H₂S, NO_x was carried out at different operating temperatures 30, 60, and 90 °C. It was found that PPy/ZnO materials (PPy(1%)/ZnO, PPy(3%)/ZnO, PPy(5%)/ZnO, PPy(10%)/ZnO, PPy(20%)/ZnO) had better selectivity and reversibility to NO_x than pure PPy, and much lower working temperature than the reported working temperature of ZnO (about 350–450 °C). Their sensitivity increased with the increasing concentration of NO_x at particular working temperature, and among them PPy(10%)/ZnO had the maximum sensitivity to NO_x in the same condition. They showed no response to 1000, 1500, 2000 ppm NH₃ or H₂S. The response mechanism of PPy/ZnO materials to NO_x was discussed.     

石拱桥拱圈加固的约束机理分析

通过分析套箍和砌体横向应变关系,探讨了采用钢筋昆凝土套箍加固石拱桥对核心砌体的约束机理,并提出了套箍对核心砌体的约束应力及由于套箍约束作用使砌体强度提高的计算方法.同时,通过此方法对巴中市南江县龙渠大桥进行了加固设计,计算后得知主拱圈承载力得到明显提高,且实际运用效果良好.     

一种基于方差的图像边缘检测算法

鉴于传统微分边缘检测算法不适用于识别图像中与背景灰度区别较小的弱边缘,提出了基于方差的图像边缘检测算法,并介绍了其原理和算法实现过程。实验表明,该算法能较好检测出背景灰度区别较小的物体边缘,并有一定的抗噪能力,提高了图像边缘检测效果。