新型被动在轨非连接支撑研究现状

支撑结构是低温贮箱及飞行器杜瓦瓶的关键部件,对低温燃料液体的承装及其漏热有重要影响。文中阐述了低温绝热支撑近几年的研究进展,针对新型被动在轨非连接支撑(简称PODS),就其结构、材料及其他相关问题进行了分析。随着新型被动在轨非连接支撑研究的深入,其在空间及工业低温贮箱领域将会获得广泛应用。     

基于多属性决策的复杂网络节点重要性综合评价方法

复杂网络中的节点重要性评价在实际应用中有着重要意义.现有的一些重要性评价指标如度、介数等存在适用范围有限,评价结果不够全面等缺点,因为节点在复杂网络中的重要性不仅仅受单一因素的影响.为此,本文提出了一种基于多属性决策的复杂网络节点重要性综合评价方法.该方法将复杂网络中的每一个节点看作一个方案,其多个重要性评价指标作为该方案的属性,通过计算每个方案到理想方案的接近程度,最终得到该节点的重要性综合评价结果.该方法不仅可以用于不同类型复杂网络的节点重要性评价,而且便于扩展,实验结果表明了该方法的有效性.     

基于节点度信息的自愿免疫模型研究

疾病的广泛传播给人类带来了巨大的损失, 因此抑制疾病的传播非常重要. 本文考虑了个体接种疫苗意愿的差异性, 并结合博弈理论建立了一个基于节点度信息的自愿免疫模型. 理论解析结果证明当感染率超过某个阈值时, 该模型与忽略个体接种意愿差异性的经典模型(Zhang et al 2010 New J. Phys. 12 023015) 传播效果(感染节点数)一样. 继而考虑疫苗永久有效和有效期有限两种情况, 在Barabási-Albert网络中利用SIS传播模型对疾病的传播进程进行了数值模拟, 发现数值模拟结果与理论解析结果非常符合. 实验证明, 当感染耗费和接种疫苗耗费相同时, 该模型比忽略个体接种意愿差异性的经典模型能够更好的抑制疾病的传播, 且感染人数下降比例超过65%, 更重要的是,疫苗有效期越长本文的模型 (与忽略个体接种意愿差异性的经典模型相比)抑制疾病传播效果越好. 关键词： 疾病传播 自愿免疫 接种疫苗倾向 节点度     

直角三角形的“半”缘

直角三角形是我们常见的图形,它的一些特性与"半"很有缘,理解并掌握好直角三角形的这些特性,可以很好地帮助我们进行解题.1.直角三角形中,30°角所对的边等于斜边的一半.     

粘聚裂纹扩展的强化有限元h型网格自适应模拟

非连续变形分析和非规则节点处理是基于单元细划的粘聚裂纹扩展网格自适应模拟的关键。首先,利用强化有限单元法中数学单元和物理单元分离的特点,通过引入过渡单元,将适用于非连续变形描述的数学模式覆盖法和方便处理非规则节点的物理模式重构法结合,提出了强化有限单元法的统一关联法则,并导出了相应的单元列式。其次,基于数学裂纹尖端影响域和裂尖单元尺寸,提出了基于强化有限单元法的粘聚裂纹扩展过程模拟的h型网格自适应策略。最后,通过两个算例验证了本文方法的合理性和有效性。     

A multifractal model for linking Lagrangian and Eulerian velocity structure functions

A multifractal model is developed to connect the Lagrangian multifractal dimensions with their Eulerian counterparts. We propose that the characteristic time scale of a Lagrangian quantity should be the Lagrangian time scale, and it should not be the Eulerian time scale which was widely used in previous studies on Lagrangian statistics. Using the present model, we can obtain the scaling exponents of Lagrangian velocity structure functions from the existing data or models of scaling exponents of Eulerian velocity structure functions. This model is validated by comparing its prediction with the results of experiments, direct numerical simulations, and the previous theoretical models. The comparison shows that the proposed model can better predict the scaling exponents of Lagrangian velocity structure functions, especially for orders larger than 6.     

Corotational nonlinear analyses of laminated shell structures using a 4-node quadrilateral flat shell element with drilling stiffness

A new 4-node quadrilateral flat shell element is developed for geometrically nonlinear analyses of thin and moderately thick laminated shell structures. The fiat shell element is constructed by combining a quadrilateral area co- ordinate method （QAC） based membrane element AGQ6- II, and a Timoshenko beam function （TBF） method based shear deformable plate bending element ARS-Q12. In order to model folded plates and connect with beam elements, the drilling stiffness is added to the element stiffness matrix based on the mixed variational principle. The transverse shear rigidity matrix, based on the first-order shear deformation theory （FSDT）, for the laminated composite plate is evaluated using the transverse equilibrium conditions, while the shear correction factors are not needed. The conventional TBF methods are also modified to efficiently calculate the element stiffness for laminate. The new shell element is extended to large deflection and post-buckling analyses of isotropic and laminated composite shells based on the element independent corotational formulation. Numerical re- sults show that the present shell element has an excellent numerical performance for the test examples, and is applicable to stiffened plates.     

A RECTANGULAR SHELL ELEMENT FORMULATION WITH A NEW MULTI-RESOLUTION ANALYSIS

A multi-resolution rectangular shell element with membrane-bending based on the Kirchhoff-Love theory is proposed. The multi-resolution analysis （MRA） framework is formulated out of a mutually nesting displacement subspace sequence, whose basis functions are constructed of scaling and shifting on the element domain of basic node shape functions. The basic node shape functions are constructed from shifting to other three quadrants around a specific node of a basic element in one quadrant and joining the corresponding node shape functions of four elements at the specific node. The MRA endows the proposed element with the resolution level （RL） to adjust the element node number, thus modulating structural analysis accuracy accordingly. The node shape functions of Kronecker delta property make the treatment of element boundary condition quite convenient and enable the stiffness matrix and the loading column vectors of the proposed element to be automatically acquired through quadraturing around nodes in RL adjusting. As a result, the traditional 4-node rectangular shell element is a mono-resolution one and also a special case of the proposed element. The accuracy of a structural analysis is actually determined by the RL, not by the mesh. The simplicity and clarity of node shape function formulation with the Kronecker delta property, and the rational MRA enable the proposed element method to be implemented more rationally, easily and efficiently than the conventional mono-resolution rectangular shell element method or other corresponding MRA methods.     

基于轮廓特征的水下混凝土结构表面裂缝检测算法

针对水下混凝土结构表面裂缝难以准确检测的问题,提出了一种基于轮廓特征的水下混凝土结构表面裂缝检测算法;在对采集到的水下混凝土结构表面图像进行预处理和边缘检测后,首先通过计算图像中边缘的长度和曲率来进行初步判别,区分杂点和部分非裂缝;然后根据裂缝轮廓相互匹配的特征,利用模板搜索来检测出真实裂缝;最后连接裂缝边缘断开部分,优化裂缝检测结果;实验结果表明,与其它算法相比,该算法检测出裂缝的准确率与完整率至少提高了3.54%。     

基于柔性测试技术的高精度水下声学采集与发射系统设计

水下声学采集与发射在水声测试系统中起着举足轻重的作用,以往的测试设备往往只针对水下水声信号的原始数据采集,而在岸基与水下系统的授时、定时以及同步性上缺乏可靠的技术手段予以保证,同时也存在测试功能针对性强、扩展性差等缺点;文章提出了基于柔性测试的高精度水下声学采集与发射技术,阐述了其基本的测试原理、关键技术实现以及软硬件实现方法,完成了岸基与水下测试系统授时误差小于200 ns,定时同步误差小于100 ns,最大6通道,每通道采样不小于200 KS/s的水听器采集且同步2通道换能器任意波形输出的硬件功能,软件上实现了任务列表自动解析、基于岸基时间服务器的自动数据采集与发射功能,具有精度高、功能全面、智能化程序高等特点。