适用于Kappel桨的面元法尾涡模型

Kappel桨在梢部剧烈弯折,这样的几何结构能够抑制梢涡的形成,起到梢部加载的作用。为了模拟桨叶弯折后对整个桨叶受力分布的影响,本文通过CFD计算分析几何尺寸相似的弯折三维翼和平直三维翼的剖面环量分布,并以此为基础就面元法分析Kappel桨时的尾涡进行修正。利用修正尾涡模型的面元法计算Kappel桨的敞水性能,与未修改尾涡面的面元法计算结果作比较,并就面元法计算Kappel桨的Morino库塔条件和等压库塔条件进行相关说明。     

基于UT变换改进多模型滤波的水下航行器导航方法

为了提高水下航行器组合导航系统的精度,针对滤波算法存在较大的截断误差和累积误差等问题,提出了一种基于无迹变换改进多模型滤波算法,并利用辅助信息对估计结果进行修正。首先通过无迹变换产生Sigma点对非线性测量方程进行近似,构造伪观测量进行偏差估计,然后利用基于加权因子的辅助信息融合算法,消除累积误差,进一步提高系统估计精度,最后给出算法的实现过程。仿真结果表明:与常规的多模型滤波算法相比,本文方法提高了估计精度。     

基于状态变迁图的舰载机出动能力分析

为了研究“尼米兹”级航空母舰的舰载机出动能力目标与航空保障能力需求之间的复杂关系,首先根据舰载机的航空保障作业流程抽象出6个状态,并采用状态变迁图描述其任务剖面;其次,由舰载机出动指标推演出航空兵力的任务剖面,根据任务剖面绘制相应的状态变迁图;最后,基于状态变迁图分析甲板作业、调运作业等航空保障能力需求.实例表明,状态变迁图是一种系统分析的有效工具.     

橘皮中总黄酮的提取及抗氧化性研究

采用超声辅助乙醇浸取的方法,对橘皮中总黄酮的提取及其抗氧化性进行研究．在单因素实验基础上,选择提取过程中的乙醇浓度、提取时间和液料比为提取因子,进行三因素三水平Box-Behnken 中心组合设计,采用响应面法（ RSM ）分析3个因素对橘皮总黄酮提取率的影响;确定橘皮总黄酮提取得率的最佳工艺为：乙醇浓度为72％、提取时间为50 min、液料比为50∶1 mL/g,实际提取率平均值为1.50％．并对提取液中的黄酮类化合物进行抗氧化性实验,结果表明：橘皮提取液中黄酮类化合物具有一定的抗氧化性,其对羟基自由基的清除作用大于Vc．     

基于共轭包络的船舶锚唇曲面设计技术研究

为了改变锚唇曲面的传统设计方法,提出了一种新的设计思路。根据预期的拉锚时锚杆和锚爪与锚唇接触的运动轨迹,通过共轭包络原理推导出它们与锚唇接触处的曲面方程,利用MATLAB生成该曲面并获取其型值点,然后基于型值点完成整个锚唇曲面的设计。最后以30万吨超大型油轮的锚唇为例,利用该方法进行设计并验证其结果的有效性。     

一种新的雷达间隙辅助红外的机动目标跟踪算法

论文针对雷达间隙辅助红外的机动目标跟踪问题,提出了一种新的跟踪算法。该算法由跟踪误差与精度指标的大小来选择雷达的开机时间,从而构成了一个闭环的跟踪系统,解决了在给定的跟踪精度指标下雷达的开机时间选择问题。其思想为：在内层通过引进高、低门限,根据跟踪精度与门限的大小,自适应地选择交互式扩展卡尔曼滤波（IMM-EKF）或交互式粒子滤波（IMM-PF）;在外层将基于雷达量测的滤波结果和红外量测的滤波结果进行交互;从而实现了两层交互式自适应滤波。仿真结果表明该算法在计算复杂度和跟踪精度上达到了较好的平衡,实现了雷达间隙开机下对目标稳定的跟踪。     

大气散射对激光制导武器对抗影响研究

为了避免大气散射给激光制导武器对抗带来的不利影响,利用激光信号在近地大气中传输的Mie散射模型,讨论了气溶胶霾粒子引起的能量衰减和后向散射能量密度的计算方法,数值模拟了激光制导武器最大作用距离与大气能见度之间的关系,定量计算了激光目标指示器与导引头不同距离时的激光大气后向散射能量密度,结合场区条件给出了配置点位的具体要求,为激光制导武器对抗态势构建提供参考依据.     

Discussion on retaining structure limit state classificationEI北大核心

Research purposes: Retaining structure belongs to the geotechnical engineering structure, the limit state classification of geotechnical engineering is more difficult than the structure projects. Based on the limit state concept at home and abroad, this paper makes a comparison and analysis of the common and difference of geotechnical engineering and structural engineering limit state, teases the retaining structure limit state and focuses on limit state of open-cut foundation and pile foundation, proposes the recommendation of limit state classification of retaining structure. Research conclusions: (1) The generalized limit state can be considered as a function which can achieve the expected requirements, the limit state is not limited to the concept of damage and failure, and its extension has been expanded to the requirements of that the goal of expected design cannot be achieved-a prescribed limit. (2) Retaining structure belongs to the category of geotechnical engineering, its limit state includes structure overall stability limit states and the structural stability limit state which includes the bearing capacity limit state and serviceability limit state and limit state between them, the state needs to be studied further. (3) In general area, the compressive stress limit state of open-cut foundation and lateral pressure limit state of rock foundation anchor pile foundation can be considered as the serviceability limit state. (4) The research conclusion is useful for guiding the design research of retaining structure limit state.     

Design research of gravity retaining wall based on limit state design methodEI北大核心

Research purposes: Gravity retaining wall limit state design research is based on the design research of retaining structure limit state of open-cut foundation with the lateral earth pressure supported by wall body weight. This paper sums up the research thought of gravity retaining wall and analyzed their main calculation results, which provides reference for the open-cut foundation retaining structure design research of cantilever retaining wall, counterfort retaining wall, groove type retaining wall and so on. Research conclusions: (1) The steps for design research of the gravity retaining wall limit state are to establish a limit state equation, to calculate reliability index and determine the target reliability index, calculate partial coefficient and set up the design expression. (2) The most critical factor influencing gravity retaining wall limit state is comprehensive internal friction angle. (3) There are different function calculations and different design conditions for the gravity retaining wall in the current specification, their underlying reliability index is different, the corresponding partial coefficient should also be different. (4) The research conclusion can be used to guide the design of gravity retaining wall, which provides the reference to the design research of other open-cut foundation retaining structure.     

节理岩体隧道的稳定性分析及破坏机理

以往只有位移,应力,尺寸和塑性区分布在分析节理岩体隧道的稳定性时考虑。这样,既不可以明确发现破坏面的位置和范围,也不能得到的安全系数量化标准。定量分析节理岩体隧道稳定性模型试验与数值分析在本文得出了研究。通过使用有限元强度折减法计算破坏状态和节理岩体隧道的安全系数。结果表明,联合倾角对破坏面的位置产生更大的影响。如果α＝0°时,破坏面对称分布在两侧;如果α＝30°和45°,滑动面旋转节随理倾角的变化,并相应地分布在节理的上下部分;如果α≥60°,破坏面转移到底部。特别地,如果α＝90°时,可形成拱顶的中间破坏面。安全系数结果表明,安全系数降低了不同程度的节理岩体隧道同质隧道,但节理倾角对安全系数的影响不大相比。节理间距和强度的降低,安全系数降低。