R-对角和η-对角随机变量对

本文定义了双圆周(bi-circular)随机变量对(或称元素对),并证明其是R-对角的.我们给出了计算两个*-双自由的R-对角随机变量对的乘积对的分布的公式.对于由有限von Neumann代数里的算子组成的左、右作用随机变量对,我们用其随机变量的*-力矩(moments)刻画了R-对角性,定义了η-对角随机变量对,并用其分布的力矩性质刻画了分布的η-对角性.     

在非均匀网格上解椭圆—双曲型偏微分方程奇异摄动问题

本文考察了椭圆一双曲型偏微分方程奇异摄动问题(1.1),证明了迎风差分格式在一特殊的非均匀网格上是一阶一致收敛的.最后给出了一些数值结果.     

平面不可压缩Navier-Stokes方程五模系统的力学机理及能量演化

该文研究了平面不可压缩Navier-Stokes方程五模系统的力学机理及能量演化问题,通过将五模混沌系统转换成Kolmogorov形系统,把系统的力矩分为三种类型:惯性力矩,耗散力矩和外力矩.通过不同力矩的结合分析和研究了系统产生混沌的关键因素和物理意义.讨论了能量与雷诺数之间的关系.研究表明三种力矩的耦合是产生混沌的必要条件,而且只有耗散力矩和驱动力矩(外力矩)相匹配时,系统才能产生混沌,其中任何两种力矩耦合均不可能产生混沌.外力矩给系统提供能量,导致系统失稳出现分岔与混沌.引进Casimir函数分析系统的动力学行为和能量演化,并估计混沌吸引子的界.Casimir函数反映了能量转换和轨道与平衡点间的距离.     

开口薄壁梁的翘曲与应力在节点处的传递

本文在梁的近代工程理论的位移函数基础上,讨论了开口薄壁梁截面翘曲的规律,从而推导出以不同方式相连接的开口薄壁梁之间的翘曲位移和双力矩的传递关系,简要地介绍了作者所作过的实验及从中得出的某些结论和进一步完善的设想.     

应力函数一般解的补充

本文指出平面问题极坐标形式应力函数一般解并不完备,不能处理曲杆受任意边界分布力的问题.为此,提出两个新的应力函数,将一般解作若干补充之后,能解曲杆r=a,b上受任意分布力的问题.这是包含区域边界几何参数的新的应力函数.     

夹层圆板轴对称非线性弯曲和屈曲的样条函数解法

以三次B样条函数为试函数,用配点法计算夹层圆板的非线性弯曲．支座可以是弹性的．夹层板采用Reissner模型．荷载可为多项式型的分布荷载、均布边缘力矩、均布径向压力或均布径向预应力及它们的组合．首次用非线性理论计算了夹层圆板的压曲临界荷载．在均布荷载作用下的结果同幂级数解的结果作了比较,说明样条配点法具有收敛范围大、精度高、编写程序通用的优点．     

多峰映射族中非双曲奇异吸引子的丰富性

本文考虑多峰映射族中非双曲奇异吸引子的丰富性,证明多维参数空间中存在正测度的参数集合,对应系统具有绝对连续的不变测度.     

Couette-Taylor流的力学机理与能量转换

同轴圆筒间Couette-Taylor流问题是典型的旋转流动问题,它是层流到湍流过渡的范例,国内外众多学者对其进行了深入的研究.该文探讨Couette-Taylor流问题的力学机理与能量转换,通过将Couette-Taylor流三模混沌系统转换成Kolmogorov形系统,把系统的力矩分为四种类型:惯性力矩,内力矩,耗散力矩和外力矩.通过不同力矩的结合分析和研究了Couette-Taylor流产生混沌的关键因素和物理意义.研究了哈密顿能量,动能和势能之间的相互转换.讨论了能量与雷诺数之间的关系.研究表明四种力矩的耦合是产生混沌的必要条件,而且只有耗散力矩和驱动力矩(外力矩)相匹配时,系统才能产生混沌,其中任何三种力矩耦合均不可能产生混沌.圆筒旋转产生的外力矩供给系统能量,能量增长导致流动失稳,从而产生泰勒漩涡和混沌,进而得出了Couette-Taylor流的能量转换和物理意义.引进Casimir函数分析系统的动力学行为和能量转换,并估计混沌吸引子的界.Casimir函数反映了能量转换和轨道与平衡点间的距离,数值结果仿真出它们之间的关系.     

水轮混沌旋转的力学机理与能量演化研究北大核心CSCD

为了揭示水轮混沌旋转的生成机制,采用力矩分析方法研究了水轮混沌旋转的力学机理与能量转换问题.把Malkus水轮的数学模型转换为Kolmogorov系统,基于惯性力矩、内力矩、耗散力矩和外力矩的不同耦合模式,利用理论分析和数值仿真相结合的方法,分析探讨了Malkus水轮混沌旋转的主要影响因素和内在的力学机理.研究了水轮系统Hamilton能量、动能和势能之间的相互转换,讨论了能量与Rayleigh数之间的关系.影响水轮系统混沌生成的主要因素是外力矩和耗散力矩.通过分析和仿真得知:力矩缺失模式并不能使系统生成混沌,全力矩模式才能使系统产生混沌,即混沌发生时4种力矩缺一不可,与此同时,只有耗散和外力相匹配时系统才能产生混沌,此时水轮发生混沌旋转.引进Casimir函数分析了水轮系统的动力学行为和能量转换,并估计了混沌吸引子的界.Casimir函数反映了能量转换和轨道与平衡点间的距离,数值结果仿真刻画了它们之间的关系.     

双紐曲線的性質

双紐曲線係高次曲線的一种,它的性質已在解析幾何与數学分析中略述一二,本文的目的,在於用初等幾何的方法來研究它的性質,假使達到这个目的,那末我們就可以用同样的方法來研究其他高次曲線了。本文中利用反演法將直角双曲線反演成双紐曲線然後利用直角双曲線的性質來得出双紐曲線的性質。用直角双曲線的中心O为反演中心,以其輔助圓(即以实軸AA′为直徑之圓)为反演基圓而將直角双曲線反演,本文始終採用这种方法。 設S及占S′为直角双曲線之焦點,A,A′为其頂點,則OS=OS′=a2~(1/2),OA=OA′=a(因直角双曲線中e=2~(1/2)),取O为反演中心,a真为反演半徑求S,S’之反點,設这兩點之反點     

Analytical stress analysis of partially plastic graded curved bars subjected to pure bending

An analytical model is developed to analyze stresses in functionally graded (FGM) curved bars under pure bending. Both elastic and partially plastic stress states are considered. The modulus of elasticity of the bar material is allowed to vary. While the model is outlined, important findings are mentioned. (© 2011 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim)     

Application of the theory of naturally curved and twisted bars to designing Gorlov's helical turbine 1. System of governing equations

The method of designing a new type of turbine used in flows of various kinds is discussed. Static, kinematic, and constitutive equations for transversely isotropic naturally curved and twisted bars are given, and the hypotheses used are discussed. The statement of the problem is linear and corresponds to small displacements. A method for solving the statically indeterminate problem is proposed. The objectives of numerical calculations, which will comprise the content of the second part of the investigation, are formulated.Translated from Mekhanika Kompozitnykh Materialov, Vol. 34, No. 4, pp. 477–490, July—August, 1998.     

Action of a concentrated load on an elastic ring pressed into a circular hole in an anisotropic plate

A solution is obtained for the elastic equilibrium problem for an anisotropic plate with a circular hole into which is pressed a ring of arbitrary cross section symmetrical about the middle surface of the plate. Before deformation the outside radius of the ring differs from the radius of the hole in the plate by the amount of the permissible elastic displacements. A normal concentrated load is applied to the ring. The ring is analyzed in accordance with the theory of thin curved bars. A numerical example is given.I. Franko L'vov State University. Translated from Mekhanika Polimerov, No. 6, pp. 1054–1059, November–December, 1973.     

A new Branch and Bound method for a discrete truss topology design problem

Our paper considers a classic problem in the field of Truss Topology Design, the goal of which is to determine the stiffest truss, under a given load, with a bound on the total volume and discrete requirements in the cross-sectional areas of the bars. To solve this problem we propose a new two-stage Branch and Bound algorithm. In the first stage we perform a Branch and Bound algorithm on the nodes of the structure. This is based on the following dichotomy study: either a node is in the final structure or not. In the second stage, a Branch and Bound on the bar areas is conducted. The existence or otherwise of a node in this structure is ensured by adding constraints on the cross-sectional areas of its incident bars. In practice, for reasons of stability, free bars linked at free nodes should be avoided. Therefore, if a node exists in the structure, then there must be at least two incident bars on it, unless it is a supported node. Thus, a new constraint is added, which lower bounds the sum of the cross-sectional areas of bars incident to the node. Otherwise, if a free node does not belong to the final structure, then all the bar area variables corresponding to bars incident to this node may be set to zero. These constraints are added during the first stage and lead to a tight model. We report the computational experiments conducted to test the effectiveness of this two-stage approach, enhanced by the rule to prevent free bars, as compared to a classical Branch and Bound algorithm, where branching is only performed on the bar areas.     

旋转曲面的面积及围成立体体积的求法

首先给出空间简单光滑曲线Γ绕空间直线l旋转所得到的旋转曲面面积以及围成立体的体积求法,作为特例又给出了空间曲线Γ绕坐标轴旋转所得到的旋转曲面面积及围成立体的体积求法,同时也得到了平面曲线Γ绕直线l及坐标轴旋转分别所得到的旋转曲面面积和围成立体的体积求法.     

Account of the Cross-Sectional Deplanation of a Composite Bar in Determining the Critical Force

A method for determining the critical force for an axially compressed composite bar with account of deplanation of its cross sections is considered. It is proposed to consider the cross-sectional deplanation, which decreases the critical force, by lowering the basic flexural stiffness of the bar by the value resulting from this effect. General relationships for calculating this value for composite bars are obtained. Numerical results are presented, which show the decrease in the critical force as a function of some parameters for transversely isotropic bars of rectangular cross section.     

Constructing orthogonal curvilinear meshes by solving initial value problems

Summary The purpose of this paper is to develop methods for constructing orthogonal curvilinear meshes suitable for solving partial differential equations over plane regions with smooth, curved boundaries. These curved meshes cover an annular strip along the boundary of the region which is included in the mesh. In this strip difference approximations of partial differential equations and boundary conditions can be set up as easily as they can for halfspace problems. The rest of the region and a suitable part of the annular strip can be covered by a square or rectangular mesh. In the present paper we consider the problem of determining curved meshes by solving nonlinear hyperbolic initial value problems which are formally related to the Cauchy-Riemann equations.This work was sponsored by the Swedish Institute for Applied Mathematics (ITM)     

On Quadratric Rotational Curved Surface

In this paper,a deterministic theorem is proposed for quadratic rotational curved surface.Therelationship between invariants for quadratic rotational curved surface is established.In addition we giveeach type of equitions for rotational curved surface using the invariant.