高陡横坡段桩柱式桥梁双桩基础受力分析

基于高陡横坡段桩柱式桥梁双桩基础承载特性,提出了一种改进有限杆单元计算分析方法.分析了高陡横坡段桩柱式桥梁双桩基础承载机理及受力特性,建立了双桩基础计算分析模型.其次,根据前、后桩与边坡相对位置关系,给出了后桩所受剩余下滑力与前桩所受土压力的比例关系.在传统有限杆单元分析方法基础上,结合陡坡桩受力特征,导得了考虑桩土共同作用与"P-Δ"效应的单元刚度矩阵修正方法,并在此基础上编制了适用于高陡横坡段桩柱式桥梁双桩基础的有限杆单元分析MATLAB计算程序.采用室内模型试验对本文计算方法进行验证,给出了适用于陡坡段桥梁桩基的设计流程图.研究结果表明:本文理论计算值与模型试验实测结果吻合良好,表明本文计算方法正确可行,可为同类工程设计提供参考.     

Fluid‐structure coupling of linear elastic model with compressible flow models

Cavitation erosion is caused in solids exposed to strong pressure waves developing in an adjacent fluid field. The knowledge of the transient distribution of stresses in the solid is important to understand the cause of damaging by comparisons with breaking points of the material. The modeling of this problem requires the coupling of the models for the fluid and the solid. For this purpose, we use a strategy based on the solution of coupled Riemann problems that has been originally developed for the coupling of 2 fluids. This concept is exemplified for the coupling of a linear elastic structure with an ideal gas. The coupling procedure relies on the solution of a nonlinear equation. Existence and uniqueness of the solution is proven. The coupling conditions are validated by means of quasi‐1D problems for which an explicit solution can be determined. For a more realistic scenario, a 2D application is considered where in a compressible single fluid, a hot gas bubble at low pressure collapses in a cold gas at high pressure near an adjacent structure.     

Nanocomposite hydrogel consisting of Na‐montmorillonite with enhanced mechanical properties

A new kind of nanocomposite (NC) hydrogel with Na‐montmorillonite (MMT) is presented in this article. The NC hydrogels were synthesized by free radical copolymerization of acrylamide and (3‐acrylamidopropyl) trimethylammonium chloride (ATC) in the presence of MMT and N,N′‐methylene‐bis‐acrylamide used as chemical cross‐linker. Due to the cation‐exchange reaction between MMT and ATC (cationic monomer) during the synthesis of NC hydrogels, MMT platelets were considered chemical “plane” cross‐linkers, different from “point” cross‐linkers. With increasing amount of MMT, the crosslinking degree enhanced, causing a decrease of the swelling degree at equilibrium. Investigations of mechanical properties indicated that NC hydrogels exhibited enhanced strength and toughness, which resulted from chemical interaction between exfoliated MMT platelets and polymer chains in hydrogels. Dynamic shear measurements showed that both storage modulus and loss modulus increased with increasing MMT content. The idea described here provided a new route to prepare hydrogels with high mechanical properties by using alternative natural Na‐MMT. © 2015 Wiley Periodicals, Inc. J. Polym. Sci., Part B: Polym. Phys. 2015 , 53, 1020–1026     

公共图书馆如何吸引读者参与读者活动

近年来,政府加大了对公共图书馆事业的投入力度,公共图书馆不再仅限于传统的图书借还功能,组织举办读者活动已成为图书馆的重点工作. 分析了公共图书馆举办的读者活动引不起读者兴趣的原因,提出了解决这一问题的对策和建议.     

国外图书馆科研支持服务研究

介绍了图书馆科研支持服务的背景,分析了国外图书馆科研支持服务的种类,举例说明了国外图书馆科研支持服务的具体实践.     

基于动态优化双钻头打孔机生产效能的研究

首先,对孔型加工及走刀方式进行分析,为提高打孔机效能,采用两钻头同时作业的方式。然后,根据相关的数据,应用动态优化的相关理论建立数学模型,并运用遗传算法进行求解,从而确立了双钻头作业时的最优作业线路、最佳行进时间和作业成本,并用MATLAB编写程序画出了相应图形,更加形象地显现出了各个路段的最优作业方案。     

无约束平差与秩亏自由网平差在GPS数据处理中的比较

本文介绍了常规的无约束平差与近代的秩亏自由网平差,并用这两种方法对某城市的GPS监测网的测量数据进行处理,对各种方法解算的结果进行了对比分析,得出两种方法在精度、未知参数的改正数和基线向量的改正数上存在差异,并对其使用条件提出建议.     

径向井排引导水力压裂裂缝扩展机理研究

为探究径向井排系统对裂缝的影响，明确水力裂缝的扩展规律，利用扩展有限元理论建立了流固耦合三维裂缝扩展模型，模拟了受径向井排引导的水力裂缝扩展过程。重点分析了3种影响因素（径向井排方位角、水平地应力差、径向井孔径）对水力裂缝的引导机理。首次提出了"引导因子"的概念，并将其作为有效评价径向井排引导效果的量化参数。研究发现，径向井方位角、水平地应力差、径向井井径会对水力裂缝的引导效果产生影响：较小的径向井方位角、水平地应力差以及较大的井径都使径向井排具有较强的引导能力和较好的引导效果，反之亦然。同时，较大井径对增加水力裂缝宽度有明显作用。最后，利用大尺寸真三轴水力压裂模拟试验证实了数值模拟结果具有一定的准确性。     

红外动态场景生成装置空间分辨率的测试

建立了一套基于刀口灰度图红外探测的实验装置,对红外场景生成器的空间分辨率进行了测试。首先通过被测红外场景生成器产生带有刀口标志的红外图像,然后利用红外热像仪采集红外场景生成器所成的红外图像,通过对采集到的红外热图的数据处理,实现了对红外场景生成器空间分辨率的测量。测得的红外场景生成器的空间分辨率为5lp/mm,标准误差为0.04。