齐次函数的极限不存在的判定方法

通过别尔曼两个习题，阐明二重极限与二次极限的不确定关系；又通过引例并利用罗必塔法则给出齐次函数的极限不存在的判定方法．     

n元二次齐次函数极值的判别法

<正> 在研究多元函数的极值问题中,我们经常会遇到多元二次齐次函数,本文根据这类函数的结构特点,应用实二次型的正定性,给出判定极值的一个简单方法。设实n元二次齐次函数的矩阵表达式为     

单位球面上二次齐次函数的极值定理

在实数域内，二次齐次函数ｆ（Ｘ）＝Ｘ~ＴＡＸ与实对称矩阵Ａ相对应．在单位球面：Ｘ~ＴＸ＝１上ｆ（Ｘ）的最大、最小值是一定存在的．本文将函数ｆ（Ｘ）＝ Ｘ~ＴＡＸ在 Ｘ~ＴＸ＝１下的条件极值问题转化为实对称矩阵 Ａ的特征值和特征向量的求解问题，进而解决了二次齐次函数在单位球面上的最优解的问题．     

分数阶变时滞惯性Cohen-Grossberg神经网络全局Mittag-Leffler稳定和全局渐近ω-周期

主要研究分数阶变时滞惯性Cohen-Grossberg神经网络动力学行为.利用RiemannLiouville分数阶微积分性质和初始值条件,当系统变时滞τ_ij(t)>0时,将时间变量t的定义域[0,+∞)分成两个区间:[0,τ_ij(t)]和[τ_ij(t),+∞),推导出当t分别在[0,τ_ij(t)]和τ_ij(t),+∞)中变化时,含有变时滞τ_ij(t)的状态函数x_i(t-τ_ij(t)的分数阶积分之间的关系式.引入Mittag-leffler函数,借助于拉格朗日中值定理有限增量公式,Arzela-Ascoli定理当函数序列等度连续且一致时,存在一个一致收敛的子序列等分析知识,给出判定其系统解全局Mittag-Leffler稳定和全局渐近ω-周期充分条件.最后,通过数值模拟例子验证所得到理论结果的有效性.     

广义齐次函数

若函数f(x,y)在其定义域G上满足恒等式 f(tx,ty)=t~nf(x,y),t>0,则称f(x,y)为n次齐次函数。把这个概念推广一下,还可以得到一类广义齐次函数,本文的目的就是对这类广义齐次函数的性质作一初步的讨论。定义.若函数f(x,y)在其定义域G上对一切t>0恒满足等式 f(tx,ty)=h(x,y)k(t)+z~mf(x,y),(1)其中h(x,y)为n次齐次函数,k(t)=t~mlnt(n=m时)或k(t)=(t~n-t~m)(n≠m时),则我们称函数f(x,y)为关于特征函数h(x,y)的m次广义齐次函数。例如,xlny+ylnx+x为关于特征函数x+y的1次广义齐次函数。而x~2+y~2+x~2y则为关于特     

边界条件齐次化辅助函数的统一形式

用分离变量法求解数理方程混合问题时,要求其第一、二、三类边界条件必须是齐次的.若为非齐次的,必须寻求恰当的辅助函数w(x,t),进行变换将其化为齐次的.本文从稳定条件下的线性非齐次边界条件出发,给出了w(x,t)的统一形式,进而将其推广到非稳定条件下的非齐次边界条件,得到w(x,t)的一般的结果.     

大变形非线性弹性力学的广义变分原理

本文导出了大变形非线性弹性力学的两个具有σ_ij,e_ij,和u_i三类独立变量的广义变分原理,证明了当应力应变关系为约束条件时这两个广义变分原理是等价的.文中对某些特例也作了阐明.     

齐次有理分式函数f(x,y)的极限存在判别法

本刊1981年第10期吴檀同志发表的一文“齐次有理分式函数f(x,y)的极限问题”中,给了齐次有理分式函数f(x,y)的极限存在判别法。为了开拓思路,扩大眼界,本文仅就上述的判别法给出一个新的证明。 设齐次有理分式函数f(x,y)=g(x,y)/h(x,y),其中g(x,y),h(x,y)分别是关于x,y的实系数的m次和n次     

广义齐次有理分式函数极限的存在判别法

本文给出一个二元广义齐次有理分式函数极限的存在性判别准则.     

关于非齐次二重马氏信源的若干极限定理

本文用分析方法研究非齐次二重马氏信源的若干极限性质,得到了关于此种信源三元函数一类平均值的一个极限定理．作为推论,得到了关于任意非齐次二重马氏信源均成立的几个极限性质和关于非齐次二重马氏信源相对熵密度的几个极限性质,将Ｓｈａｎｎｏｎ定理推广到非齐次二重马氏信源的情况。比照本文的有关结论,不难得出一般非齐次ｍ重马氏信源的有关极限性质．     

关于损伤张量的阶次

本文首先讨论了较为广泛的连续介质材料的应力变形本构关系,得到了通常以泛函表示的应力变形本构关系的张量表达式.以此为基础,研究了各向异性材料各向异性损伤时,无论从连续介质力学模型出发还是从缺陷模型出发,描述损伤的张量都存在最高阶次的限制;指出了在什么条件下,损伤变量可用低于最高阶次的张量来描述.     

Stabilized dual-mixed method for the problem of linear elasticity with mixed boundary conditions

We extend the applicability of the augmented dual-mixed method introduced recently in Gatica (2007), Gatica et al. (2009) to the problem of linear elasticity with mixed boundary conditions. The method is based on the Hellinger–Reissner principle and the symmetry of the stress tensor is imposed in a weak sense. The Neumann boundary condition is prescribed in the finite element space. Then, suitable Galerkin least-squares type terms are added in order to obtain an augmented variational formulation which is coercive in the whole space. This allows to use any finite element subspaces to approximate the displacement, the Cauchy stress tensor and the rotation.     

动力应力函数张量

本文将弹性静力学中的应力函数张量概念直接推广到连续介质动力学问题中,给出了动力应力函数张量的一般表达式.其形式在一般曲线坐标下,可写成而在Descartes坐标系下为.     

Micromechanical Generalization of the Mises-Hill Anisotropy Yield Criterion

This paper proposes a new micromechanically motivated yield criterion expressed in terms of the leading tensorial texture coefficient of the crystallite orientation distribution function. The central finding is that although only a 4th–order anisotropy tensor occurs in the expression for the yield locus, the ansatz provides significantly better results in comparison to the quadratic Hill condition. The improvement is due to cubic and quartic tensorial contributions in terms of the stress direction. (© 2008 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim)     

一类指定应力问题的变分原理与应用

针对有限元分析中对应力或内力有指定条件的问题,引入非弹性应变作为实现指定应力条件的附加未知量,在小变形条件下描述了指定应力条件应当满足的弹性力学控制方程;以位移和未知非弹性应变作为独立变量,建立了具有指定应力条件问题的势能变分原理和虚功方程;以位移、弹性应变、未知非弹性应变和应力为独立变量,建立了一个含四类变量的广义变...     

Stress regularity in quasi-static perfect plasticity with a pressure dependent yield criterion

This work is devoted to establishing a regularity result for the stress tensor in quasi-static planar isotropic linearly elastic – perfectly plastic materials obeying a Drucker–Prager or Mohr–Coulomb yield criterion. Under suitable assumptions on the data, it is proved that the stress tensor has a spatial gradient that is locally squared integrable. As a corollary, the usual measure theoretical flow rule is expressed in a strong form using the quasi-continuous representative of the stress.     

带弹性范围物质理论和背应力定义

在推广Lucchesi和Podio-Guidugli(1988)的带弹性范围物质理论的基础上,表明了背应力作为Cauchy应力空间中屈服面“中心”的定义存在问题.背应力是Lagrange型变量,只能定义在Lagrange型应力空间上.     

On the Dirac–Frenkel Variational Principle on Tensor Banach Spaces

Foundations of Computational Mathematics - The main goal of this paper is to extend the so-called Dirac–Frenkel variational principle in the framework of tensor Banach spaces. To this end we...     

Dual Homogeneous Forms and Varieties of Power Sums

We review the classical definition of the dual homogeneous form of arbitrary even degree which generalizes the well-known notion of the dual quadratic form. Following the ideas of S. Mukai we apply this construction to the study of the varieties parametrizing representations of a homogeneous polynomial as a sum of powers of linear forms.Research supported in part by NSF Grant DMS 0245203.Lecture held in the Seminario Matematico e Fisico on October 15, 2003Received: April, 2004     

Hybrid stress finite element formulation based on additional internal displacements – application of microscopic geometric perturbation and extension to linear dynamics

Based on the variational principle for hybrid stress finite element method, the assumed stress distribution can be determined through a variational process which includes a microscopic geometric perturbation. An interpretation of such geometric perturbation is discussed. For the creation of, what is called, hyper-bioelement and for the purpose of maintaining invariance, tensor notations of the physical quantities are represented by the use of covariant and contravariant basis vectors of the natural coordinate system. This process is illustrated by a simple 4-node plane element. Furthermore, based on the legitimate variational principle for linear dynamics and the presently proposed method to choose the assumed stress distribution, the finite element formulation different from the ordinary formula is advocated.