钢管初应力对方钢管混凝土构件性能的影响研究

在14根方钢管混凝土构件试验的基础上,分析了初应力系数、荷载偏心率、混凝土强度、试件长细比等因素对承载力的影响,给出了钢管初应力对方钢管混凝土压弯构件承载力的影响系数,采用ANSYS有限元分析程序进行了非线性全过程分析.     

基于线加速度计的高分辨率光学影像颤振检测与重建方法

卫星平台颤振条件下,推扫式高分辨率光学影像成像往往产生扭曲,从而影响影像的定位及信息提取精度。针对当前颤振下影像成像扭曲补偿的问题,提出一种基于线加速度计测量平台颤振下的稳态重成像模型实现高分辨率卫星颤振扭曲影像的重建。采用受平台颤振影响而扭曲变形的高分某型号卫星全色影像数据进行验证。分析结果表明:提出的线加速度计可以有效检测并测量出平台的颤振,设计的颤振影像地面重建模型可以有效提高光学影像成像质量,补偿后影像扭曲变形现象明显消除。     

What you should know about the vehicle routing problem

In the Vehicle Routing Problem (VRP), the aim is to design a set of m minimum cost vehicle routes through n customer locations, so that each route starts and ends at a common location and some side constraints are satisfied. Common applications arise in newspaper and food delivery, and in milk collection. This article summarizes the main known results for the classical VRP in which only vehicle capacity constraints are present. The article is structured around three main headings: exact algorithms, classical heuristics, and metaheuristics. © 2007 Wiley Periodicals, Inc. Naval Research Logistics, 2007     

地基伪卫星导航系统的伪距精度估计方法

地基伪卫星导航系统的伪距和伪距变率精度对评估系统的导航性能或其信息与其他系统导航信息的融合意义重大。目前的伪距和伪距变率精度估计方法基本上都是针对卫星导航系统的,并且没有充分考虑地基伪卫星导航系统自身的特点。通过构造伪距和伪距变率精度观测量,利用地基伪卫星导航系统可产生较差定位构型的特点,提出了一种在外测系统定位定速精度较差且存在杆臂长度的情况下仍然能够获取准确估计量的伪距和伪距精度估计方法。仿真结果表明所提方法可有效地估计出伪距和伪距变率的精度而且具有较强的适用性。     

纯方位跟踪时利用方位变化规律检测目标机动问题

针对纯方位跟踪中目标变向变速机动导致方位信息可能出现的非平滑变化,首先推导出观测平台与目标均匀速直航时目标方位变化的准确规律,运用最小二乘估计法选取了模型参数并设定了阈值的大小,并设计出具体的算法流程,通过仿真计算,对本算法的可行性进行了验证。结果表明,方位变化规律作为目标机动检测的证据具有一定的可行性,但在一些特殊的态势下,检测灵敏度不高,并对这些态势时行了分析。     

考虑不确定参数及外部扰动数字液压缸非线性鲁棒位置跟踪控制

在考虑不确定参数及外部扰动的情况下为数字液压缸位置跟踪系统设计了一个非线性控制器。首先,建立了数字液压缸位置跟踪系统的非线性模型;然后,构造了一个李雅普诺夫函数及非线性控制器,推导了系统鲁棒稳定的充分条件,由此将非线性控制器的设计问题转化成为线性矩阵不等式的求解问题;最后,进行了仿真及实验验证。结果表明:所设计的控制器对于参数不确定性及外部扰动具有良好的鲁棒稳定性及更好的动态特性。     

舰艇编队海上运输补给物资需求预测方法

按照是否与任务、事件相关,将物资需求分为两类,对于任务、事件相关物资需求的预测,将任务进行合理的分解,并根据物资消耗与任务、事件之间的关系,给出了预测的一般模型;对于与任务、事件联系不紧密的物资需求的预测,则根据历史经验及该物资固有的消耗规律,提出了经验预测模型。为了解决舰艇编队海上运输补给物资需求预测所存在的问题,利用案例推理的方法生成了预测所需的样本数据,以最小二乘向量机(LSSVM)模型为预测模型,并以岛屿进攻作战的防空弹药需求预测为例进行了实例分析。结果表明:案例推理生成的样本数据可用,选用LSSVM模型的预测结果与其他预测模型表现出了一致性,但LSSVM相对误差较小;该方法在某种程度上解决了样本数据有限的问题,适用于作战物资需求的预测问题。     

防抱制动系统基于最佳滑移率的滑模变结构控制方法

建立了防抱制动系统的非线性、时变数学模型,实现了滑模变结构控制方法在防抱制动系统中的应用,提出了两种由递推最小二乘算法来计算最佳滑移率的估计方法:一种基于附着系数—滑移率曲线的数学模型,一种基于该曲线的形状。仿真结果表明了基于最佳滑移率的滑模变结构控制方案在车辆防抱制动系统中的可行性和有效性。     

大温差条件下碳纤维混凝土无约束变形试验

为了研究碳纤维、聚酯纤维对混凝土在自由条件下的约束作用,通过设计对碳纤维混凝土、聚酯纤维混凝土和素混凝土加热放热试验,比较掺入不同纤维体积分数的纤维混凝土在大温差条件下无约束自由变形的差异,并用温度线膨胀系数表达。对试验数据进行分析,得到体积分数为1%的碳纤维混凝土比素混凝土抗自由变形能力提高了38.8%,在本试验的各种体积分数中效果最好。结果表明碳纤维与混凝土,虽然热力学性能不同,但是二者结合之后碳纤维因其高弹性模量的特性,反而可以更好地抑制混凝土自由变形。试验效果也表明,随着施工工艺的完善,碳纤维体积分数可能会超过1%,碳纤维对混凝土性能的提升仍然有很大的帮助。     

The deformation and failure mechanism of cylindrical shell and square plate with pre-formed holes under blast loading

The deformation and failure mechanism of cylindrical shells and square plate with pre-formed holes under blast loading were investigated numerically by employing the Ansys 17.0 and Ls-Dyna 971. To calibrate the numerical model, the experiments of square plates with pre-formed circle holes were modeled and the numerical results have a good agreement with the experiment data. The calibrated numerical model was used to study the deformation and failure mechanism of cylindrical shells with pre-formed circle holes subjected to blast loading. The structure response and stress field changing process has been divided into four specific stages and the deformation mechanism has been discussed systematically. The local and global deformation curves, degree of damage, change of stress status and failure modes of cylindrical shell and square plate with pre-formed circular holes are obtained, compared and analyzed, it can be concluded as: (1) The transition of tensile stress fields is due to the geometrical characteristic of pre-formed holes and cylindrical shell with arch configuration; (2) The existence of pre-formed holes not only lead to the increasing of stress concentration around the holes, but also release the stress concentration during whole response process; (3) There are three and two kinds of failure modes for square plate and cylindrical shell with pre-formed holes, respectively. and the standoff distance has a key influence on the forming location of the crack initiating point and the locus of crack propagation; (4) The square plate with pre-formed holes has a better performance than cylindrical shell on blast-resistant capability at a smaller standoff distance, while the influence of pre-formed holes on the reduction of blast-resistant capability of square plate is bigger than that of cylindrical shell.