Maneuver analysis methodology to predict vehicle impacts on training lands

Tactical mobility analysis techniques were merged with land management strategies to assess potential impacts of vehicle operations on training areas for rangeland planning and management. A vehicle mobility analysis was performed for a suite of vehicle types using the NATO Reference Mobility Model (NRMM II). Input parameters include terrain information (soil type, slope, vegetation, surface roughness, soil strength), terrain surface condition based on climate (terrain strength, freeze–thaw, moisture content, snow cover), and vehicle specifications (tire, power train, weight on each axle, ground clearance, dimensions, ride). The vehicle performance was spatially mapped over the terrain for different seasons of the year and used to calculate the maneuverable acreage, which was compared to acreage needed for training requirements. This can be related to land capability based on expected training impact (Maneuver Impact Miles, MIM) and Land Condition Curves which link training density to land condition. This methodology can be used to determine the suitability of training lands and the degree of land management or rehabilitation expected. The methodology was applied to the transformation of the Alaska training lands to support a new brigade unit called the Stryker Brigade Combat Team (SBCT3), but is equally useful for other training areas and military units. For summer use, Alaska training lands are capable of supporting four times the projected training requirements. For winter, when the ground is frozen, more than 10 times the area needed was available.     

黄土地区水平荷载作用下闭合型地下连续墙基础承载 性状分析

地下连续墙基础相对于一般桩基础的一个显著特点就是整体刚度大,水平荷载作用下基础一般有两种工作状态和破坏机理:其一是刚性短桩,表现为转动或平移破坏;其二是弹性长桩,表现为挠曲破坏。数值模拟表明:在一定范围内随着墙体埋深的增加,在大小相等的水平荷载作用下,基础埋深越大,其水平位移则越小。但埋深超过30m后,墙体埋深对基础的水平变形影响变得不显著。即当闭合墙体的埋深超过一定深度后,过分的加大闭合墙体的埋深无助于提高基础的水平承载性能。     

PVDF涂层建筑膜材单元结构力学性能的试验研究

使用PVDF涂层建筑膜材制成的结构,在承受外载荷情况下,力学行为非常复杂。在本文中,重点研究其单元结构在承受外载荷情况下的力学性能。首先,对PVDF涂层建筑膜材进行拉伸试验,测定其在常温和低温环境下膜的拉伸力学性能参数。然后,以制成的三角框架结构膜单元为对象,在常温条件下,从有限元分析和实际加载试验两方面计算得出结构单元在均布载荷下的位移、应变和应力分布。最后,对其进行强度验证,得出采用膜单元构建大型建筑是安全的结论。试验方法和结果可以应用于膜建筑结构的设计。     

基于修正模态应变能指标的板结构损伤定位

为解决模态应变能方法识别中产生的"邻近效应"问题,提出基于修正模态应变能指标的板结构损伤定位方法.该方法首先利用邻近测点的应变能变化相对大小计算权重系数,再根据权重系数对测点相应区域的应变能进行重新分配.此外,通过定义的损伤辨识度指标研究噪声对损伤定位结果的影响.为验证本文所提方法的可行性和有效性,以一个四边简支板为数值算例.算例结果表明,本文方法对于点状、块状和带状损伤都可以实现准确定位,且具有良好的抗噪性.     

空心微珠/Al复合材料的动态压缩力学性能和吸能特性

利用分离式霍普金森压杆（split Hopkinson pressure bar,SHPB）系统对空心微珠体积分数为0.4的空心微珠/1199Al复合泡沫在1 700~2 900s^-1应变率范围内的动态压缩力学性能、吸能性能进行了研究,还利用SEM扫描电镜对压缩试件断口进行微观组织分析,与准静态条件下材料的压缩力学性能及压缩变形机制进行了对比。结果表明,空心微珠/1199Al复合泡沫是一种应变率敏感材料,与准静态结果相比,在高应变率下复合材料的流动应力和塑性应变有明显的增大,应变率硬化效应对复合材料的流动应力的影响明显大于应变硬化的影响。复合材料的准静态和动态压缩变形机制存在一定差异,动态载荷作用下,空心微珠/1199Al复合泡沫内部空心微珠的压缩和基体材料的充填同时发生,组分之间具有良好的协调变形能力。

     

高校领导伦理能力测度模型研究

提出了高校领导者伦理能力指数的概念,对高校领导者伦理能力的结构体系进行了研究,利用层次分析法和模糊数学建立了一个高校领导者伦理能力多层模糊综合测评模型,最后给出了一个测评实例。     

A large volume cubic press with a pressure-generating capability up to about 10 GPa

A massive cubic press, with a maximum load of 1400 tons on every WC anvil, has been installed at the High Pressure Laboratory of Peking University. High-P experiments have been conducted to examine the performance of the conventional experimental setup and some newly developed assemblies adopting the anvil-preformed gasket system. The experimental results suggest that (1) the conventional experimental setup (assembly BJC2-0) can reach pressures up to about 6 GPa with a large cell volume of 34.33 cm³; (2) the anvil-preformed gasket system, despite decreasing the P-generating efficiency, extends the P-generating capability up to about 8 GPa at the expense of reducing the cell volume down to 8.62 cm³ (assembly BJC2-6); (3) due to the large cell volume, it is possible to make further modifications to extend the pressure range, as readily demonstrated, to about 10 GPa (assembly BJC5-7); (4) the effect of high temperature on the pressure generation of the press is not significant. It follows that this cubic press can be very useful in synthesizing materials of large volume at high pressures and to the studies such as high-P phase equilibrium, trace element partitioning and isotope fractionation in the research fields of Earth and planetary sciences.     

波纹结构迎爆面泡沫金属对甲烷-空气混合气体爆炸能量的吸收特性

为进一步探究气体爆炸荷载下异构迎爆面泡沫金属的吸能特性,在前期开展锯齿结构迎爆面材料吸能特性实验的基础上,以3种波纹结构迎爆面（凸面型、凹面型和凹凸连续型）泡沫金属材料为研究对象,利用自主搭建的气体爆炸管网实验平台,开展了该泡沫金属材料在甲烷-空气混合气体爆炸荷载下的吸能特性测定实验。采用不同波纹结构迎爆面阻隔爆材料,测定了管道内爆炸冲击波超压、火焰传播速度和火焰温度等随时间和空间的变化,分析了不同波纹结构迎爆面阻隔爆材料的吸能效果。结果表明：(1)迎爆面为波纹结构的泡沫金属材料对爆炸超压的衰减效果优于迎爆面为锯齿结构的泡沫金属材料和迎爆面为平面结构的泡沫金属材料,且迎爆面为凸面型波纹结构和凹凸连续型波纹结构的泡沫金属材料对超压衰减的速率高于迎爆面为锯齿结构和凹面型波纹结构的泡沫金属材料;迎爆面为锯齿结构的泡沫金属材料对火焰传播速度的衰减略强于迎爆面为波纹结构和平面结构的泡沫金属材料;迎爆面为波纹结构的泡沫金属材料对火焰温度的衰减效果优于迎爆面为锯齿结构及平面结构的泡沫金属材料。(2)在本文实验条件下,3种波纹结构（凸面型、凹面型和凹凸连续型）迎爆面泡沫金属材料的熄爆参数分别为5.338、4.340和6.090 MPa·℃,低于锯齿结构迎爆面材料的熄爆参数17.680 MPa·℃,且远低于熄爆参数安全值390 MPa·℃,波纹结构迎爆面材料具有良好的防护效果。(3)这3种迎爆面为波纹结构的泡沫金属材料均具有良好的吸能特性,均优于迎爆面为锯齿形结构的泡沫金属材料,且明显优于迎爆面为平面结构的泡沫金属材料。

     

γ模拟器与EMP模拟器同步运行可行性研究

γ-EMP组合模拟器的关键问题是实现γ模拟器与EMP模拟器的准确同步运行。分析了组合模拟器对γ模拟器同步性能的要求,指出γ模拟器动作时间的抖动ΔTγ至少应达到γ脉冲半幅值宽度的1/2的水平。分析研究了选择闪光Ⅰ作为γ模拟器时存在的困难和改进同步性能的途径。讨论了选择闪光ⅠA 作为γ模拟器时的同步性能和可行性。     

20单元双压电片变形镜对Zernike像差空间拟合能力的实验研究

利用20单元双压电片变形镜和13×13阵列哈特曼波前传感器所构成的闭环自适应光学系统,实验测试了双压电片变形镜对3～20项静态Zernike像差的空间校正能力,并将实验结果与仿真计算结果进行了对比.最后分析了哈特曼传感器与双压电片变形镜之间的对准误差对实验结果的影响.研究表明,除了少数几项外,双压电片变形镜对3～20项Zernike像差的拟合误差都小于0.5,各项Zernike仿真和实验结果之差平均小于0.1.计算表明,与严格对准的理想情况相比,双压电片变形镜对3～20项Zernike像差中大多数项的拟合误差都随着失配程度的增加而增大,对准精度对于高阶像差拟合效果的影响尤其严重.