Improving the stab-resistance performance of ultra high molecular weight polyethylene fabric intercalated with nano-silica-fluid

High performance fibers impregnated by shear thickening fluids （STFs） have been recognized as a kind of latent stab-resistant materials. In our work, the rheological properties of various nano-silica particles in different carriers were first investigated, some of which showed the typical characteristic of shear thickening phenomena. And then, the effects of add-on and surface hydrophilicity of silica particles, the type and concentration of the carriers were discussed in detail. It was found that the systems of hydrophilic silica in ethylene glycol, butylenes glycol and polyethylene glycol （PEG） demonstrated shear thickening; moreover, the reversibility of rheological behaviors of hydrophilic silica-PEG300 suspensions indicated energy dissipation existed within a circulation of shear stress. Furthermore, the detail mechanism of STF based nano-silica particles was explored and a process diagram was presented. Finally, the stab-resistance and morphology of cutting edge of ultra high molecular weight polyethylene （UHMWPE） fabric impregnated STF composites were investigated and the results were analyzed. The higher silica add-on was benefit to the improvement of the stab resistance of the composites.     

浅谈系泊设备安装拉线定位工艺

为保证船舶系泊设备的安装、调试过程中做到有序合理,施工精度需符合图纸及相关船东、船级社的要求,使用性能符合船级社及ISO标准要求。根据南通象屿海洋装备有限责任公司实际执行情况,并结合系泊设备实际操作使用惯例,阐述了系泊设备安装拉线定位工艺的主要工艺技术要求及施工注意要点。     

CFD prediction of ship-bank interaction for KCS under extreme conditions

Journal of Marine Science and Technology - When the ship speed exceeds a certain level in shallow water, ship-bank interaction induces great influence on the ship’s manoeurability with some...     

孔道线形复杂预应力损失及力筋伸长量的试验研究

在大型多跨连续梁施工中,预应力施工是最为重要的分项工程,对工程质量的影响最大。某大跨度连续梁工程预应力筋张拉时实际伸长值与理论伸长值偏差较大,超出规范设定的±6%的允许范围要求。分析查找原因,进行了现场孔道摩阻试验,发现锚具锚圈口和锚下垫板口预应力损失大,且变化范围也很大,张拉力损失率平均约为10%。经过分析及认真的核算,为了保证连续梁的工程质量,确定对已经张拉的钢绞线采取补拉的措施,并启用备用束张拉。可为类似工程提供借鉴。     

地铁隧道锚杆系统对地表沉降影响的数值分析

根据黄土地层不同土的物理力学参数,应用邓肯—张本构模型,在地铁隧道开挖施工过程中,对支护锚杆系统沿隧道纵向和横向的不同分布形式进行有限元数值计算。应用有限元软件MIDAS,根据西安地铁2号线隧道的相关土性和设计资料,对比了锚杆长度和锚杆纵向间距对地层沉降和锚杆受力特征的影响;探讨了锚杆纵向间距的疏密布置以及横向加密的位置。分析表明:随着锚杆长度的增加地层沉降减小,当锚杆长度大于一定值后沉降变化幅度降低;当锚杆纵向布置疏密不均时,沉降量较大;在隧道腰部加密锚杆可控制地表沉降。     

SDG密度仪填土压实度检测试验

SDG密度仪是一种基于电磁学原理的密度检测仪,在用于路基填土压实度检测过程中,可进行现场压实填土密实度的快速无损检测,从而实现对现场填土压实质量的动态实时检验与控制。根据密度仪的特性实施现场与室内模拟试验,结果显示SDG密度仪具有良好的稳定性与可靠性,适合于黏性填土密度的快速无损检测,尤其是对于干密度为1.5 g/cm3以上的黏性填土显示良好的准确性与可靠性。     

国外市域轨道交通共线运营方式的发展和启示

给出了城市轨道交通共线运营的定义.介绍了国外轨道交通共线运营的概况.从制式分类方面可将共线运营方式分为:不同投资主体的线路共线运营;制式不同线路的共线运营;岔线形态的不同线路共线运营.分析了在市域轨道交通实施共线运营方式的利弊.上海市域轨道交通线路规划应充分考虑共线运营的可能性     

基于波数积分的点声源海底地震波计算方法研究

将舰船地震波简化为液固多层半无限空间低频点声源引起的地震波动问题,基于波数积分方法,通过FFP数值积分求解了海底表面声压、位移和加速度幅值,得到了海底表面声压、位移和加速度的频率特性曲线.对硬质和软质两种海底条件下远场海底地震波信号特征的分析结果表明:随频率增大,海底表面声压的传播损失逐渐增加;软质海底的位移、加速度总体上比硬质海底大;和硬质海底相比,软质海底更有利于声源较低频率成分的传播.     

Viscous micropump simulation by particle/continuum methods

A novel viscous micropump consisting of a cylindrical rotor eccentrically placed inside a microchannel is simulated by the two Volume-CAD (V-CAD) framework-based flow solvers, i.e., the direct simulation Monte Carlo (DSMC) package (named as V-DSMC) and the Navier-Stoke solver (named as V-Flow). V-DSMC is used in the case of the pump applied to gas, while V-Flow is applied to model the pump in the case of liquid working medium. The pumping performance curves under different liquid media with the variation of Reynolds number, as well as under different eccentricity factors are obtained. The performance and the flow filed characteristics are very sensitive to the tangential momentum accommodation coefficient in the case of gas medium. Three recirculations exist in the flow field, and the sizes of recirculation are different at the different operating points in a performance curve.     

一类二阶二次差分方程的动力学分析

针对一类可化为不可逆映射系统的二阶二次差分方程,应用二维不可逆连续叠映射动力系统理论研究其动力学行为.分析该映射系统不动点的局部稳定性及其分叉,运用不可逆映射的关键集理论研究该映射系统关于有限吸引集的吸引域的全局分叉问题.