微分方程f″ e~(az)f′ Q(z)f=F(z)的复振荡

该文研究了线性微分方程f″ eazf′ Q( z) f=F( z)的复振荡问题,其中Q( z)、F( z) ( 0 )是整函数,且σ( Q) =1 ,σ( F) < ∞,Q( z) =h( z) ebz,h( z)是多项式,b≠- 1是复常数,那么上述线性微分方程的所有解f( z)满足λ( f) =λ( f) =σ( f) =∞,　λ2 ( f) =λ2 ( f) =σ2 ( f) =1 .至多除去两个例外复数a及一个可能的有穷级例外解f0 ( z) .     

带自同构箭图在有限域上的表示

设F_q是一个含有q个元素的有限域且κ=F_q是它的代数闭包.设Q是一个带有自同构σ的箭图且■(Q,σ;q)是对应的F_q-代数,本文主要利用箭图Q在域κ上的F-稳定表示研究■(Q,σ;q)-模,并且给出不可分解■(Q,σ;q)-模同构类个数的若干多项式.特别地,本文将引入σ-绝对不可分解■(Q,σ;q)-模的概念.当Q是仿射箭图时,给出具有给定维数向量的σ-绝对不可分解■(Q,σ;q)-模同构类个数的公式.     

关于聖维那问题的假设

对侧面不全是圆柱面的弹性柱体,本文在?mσ_z/?zm=0(m≥2)的假定之下,唯一地得到了圣维那问题的解答.     

关于一个二阶非线性中立时滞微分方程的非振荡解的存在性

A new second-order nonlinear neutral delay differential equation r（t） x（t） ＋ P（t）x（t-τ） ＋ cr（t） x（t）-x（t-τ） ＋ F t,x（t-σ1）,x（t-σ2）,...,x（t-σn） = G（t）,t ≥ t0,where τ 0,σ1,σ2,...,σn ≥ 0,P,r ∈ C（[t0,＋∞）,R）,F ∈ C（[t0,＋∞）×Rn,R）,G ∈ C（[t0,＋∞）,R） and c is a constant,is studied in this paper,and some sufficient conditions for existence of nonoscillatory solutions for this equation are established and expatiated through five theorems according to the range of value of function P（t）.Two examples are presented to illustrate that our works are proper generalizations of the other corresponding results.Furthermore,our results omit the restriction of Q1（t） dominating Q2（t）（See condition C in the text）.     

Combined perturbation bounds: Ⅱ. Polar decompositions

In this paper, we study the perturbation bounds for the polar decomposition A= QH where Q is unitary and H is Hermitian. The optimal (asymptotic) bounds obtained in previous works for the unitary factor, the Hermitian factor and singular values of A are σ2r||△Q||2F ≤ ||△A||2F,1/2||△H||2F ≤ ||△A||2F and ||△∑||2F ≤ ||△A||2F, respectively, where ∑ = diag(σ1, σ2,..., σr, 0,..., 0) is the singular value matrix of A and σr denotes the smallest nonzero singular value. Here we present some new combined (asymptotic)perturbation bounds σ2r ||△Q||2F 1/2||△H||2F≤ ||△A||2F and σ2r||△Q||2F ||△∑ ||2F ≤||△A||2F which are optimal for each factor. Some corresponding absolute perturbation bounds are also given.     

虚二次环的商环的单位群（英文）

本文研究了有理数域Q的二次扩域Q(d~(1/2))的整数环Rd的商环的单位群.利用二项式分解以及有限交换群的结构性质,获得了d=-3,-7,-11,-19,-43,-67,-163时Rd/?n的单位群结构,其中?是Rd的素元,n是任意正整数.所得的结果推广了由J.T.Cross(1983),G.H.Tang与H.D.Su(2010)对d=-1,以及Y.J.Wei(2016)对d=-2时关于Rd/?n的单位群的研究.     

求解非线性对流-扩散问题的特征—差分法

近年来,已有不少文献讨论发展型方程的特征-有限元或特征-差分解法.在这一方向上,J.Douglas,Jr.及T.F Russell[1]是重要的工作,它讨论了一维对流-扩散方程C(x)?u/?t+b(x)?u/?x-?/?x(a(x)?u/?x)=f(x,t)的数值求解问题,建立了基于线性插值与基于二次插值的两种特征-差分格式,给出了误差分析,将前一种格式推广到     

求解非线性对流-扩散问题的特征—差分法

近年来,已有不少文献讨论发展型方程的特征-有限元或特征-差分解法.在这一方向上,J.Douglas,Jr.及T.F Russell[1]是重要的工作,它讨论了一维对流-扩散方程C(x)?u/?t+b(x)?u/?x-?/?x(a(x)?u/?x)=f(x,t)的数值求解问题,建立了基于线性插值与基于二次插值的两种特征-差分格式,给出了误差分析,将前一种格式推广到     

随动强化材料壳体的安定分析

在循环加载下壳体结构的安定分析,特别是对于具有应变强化的材料制成的壳体结构的安定分析具有很大的实际意义.文中对随动强化材料的安定定理有了进一步的认识并应用它去分析壳体结构的安定载荷.对于一个真实状态其残余应力与塑性应变之间是相关的.但我们在定理中所示的与时间无关的残余应力场(σ_ijr)和与时间无关的几何容许的塑性应变场(σ_ijp)可以是不相关的.明确指出这点对于工程应用带来很多方便,否则将是十分困难的.为此还给出了该定理的新的证明方法.我们还应用了上述定理对一个半球封头的圆柱壳体进行了安定分析.根据所求得的弹性解,各种可能的残余应力和塑性应变分布,结构的安定分析可归结为一个数学规划问题.计算结果表明应变强化材料的安定载荷要比理想塑性材料的安定载荷高出30～40%,这说明在安定分析中考虑材料强化是重要的,可使壳体结构的设计承载能力有相当大的提高,同时对改进目前壳体结构的设计提供了科学依据.     

右半平面解析的Laplace-Stieltjes变换的广义级与型

给出右半平面解析的Laplace-Stieltjes变换的广义级与广义型的定义,研究了最大模M_u(σ,F)=sup{|∫_0~x e~(-(σ+it)y)dv(y)|:x∈(0,+∞),t∈R},最大项μ(σ,F)=max_(n∈N){A_n~*e~(-λnσ)},最大项指标v(σ,F)=max_k{λ_k|μ(σ,F)=A_k~*e~(-λkσ)}及其系数之间的关系,推广了Dirichlet级数的相关结果.     

Description of plastic deformation of structural materials in triaxial loading

A model of nonassociated plasticity is put forward for initially isotropic materials deforming with residual changes in volume under the action of triaxial normal stresses. The model is based on novel plastic loading and plastic potential functions, which define closed, convex, every where smooth surfaces in the 6D space of symmetric second-rank stress tensors. By way of example, the plastic deformation of a cylindrical concrete specimen wrapped with a CFRP tape and loaded in axial compression is described. __________ Translated from Mekhanika Kompozitnykh Materialov, Vol. 44, No. 2, pp. 183–194, March–April, 2008.     

On the effect of different parameterizations of the flow rule on the efficiency of variational constitutive updates

The numerical efficiency of so-called variational constitutive updates for finite strain plasticity theory is analyzed. These updates compute the unknowns such as the plastic strains by minimizing an appropriate functional. Within the present paper, different parameterizations of the flow rule are utilized within the variational constitutive update scheme. It is shown that comparing to the return-mapping algorithm, the variational updates require significantly less iteration steps and thus, is numerically highly efficient. (© 2010 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim)     

On the constitutive relations for isotropic and transversely isotropic materials

In this work the strain and stress spaces constitutive relations for isotropic and transversely isotropic softening materials are developed. The loading surface is considered in the strain space and the normality rule; the stress relaxation is proportional to the gradient of the loading surface, is adopted. It is found that the strain space plasticity theory allows us to describe the hardening, perfectly plastic and softening materials more accurately. The validity of the strain space constitutive relation for transversely isotropic materials are confirmed by comparing with the experimental data for fiber reinforced composite materials. Some numerical examples in two and three dimensional elasto-plastic problems for various loading–unloading conditions are presented, and give a very good agreement with the existing results.     

Thermoviscoplasticity of Glassy Polymers in the Logarithmic Strain Space Based on the Free Volume Theory

In this contribution a new constitutive model of finite thermo-visco-plastic behavior of amorphous glassy polymers and details of its numerical implementation are outlined. In contrast to existing kinematical approaches to finite plasticity of glassy polymers, the formulation applies a plastic metric theory based on an additive split of Lagrangian Hencky-type strains into elastic and plastic parts [1, 3]. The characteristic strain hardening of the model is derived from a polymer network model, the thermo-visco-plastic flow rule in the logarithmic strain space uses structures of the free volume flow theory [4]. The integration of this micromechanically motivated approach in a three-dimensional computational model is the key novel aspect of this work. An important aspect of this work is the model validation based on experimental findings, whereas the excellent performance of the proposed formulation is demonstrated by means of numerical examples. (© 2010 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim)     

Explicit expressions for the plastic normality-flow rule associated to the Tresca yield criterion

The Tresca yield criterion is classical and important to the theory of plasticity. It is usually formulated in terms of the difference between the maximum and minimum principal stresses. Difficulties have been encountered in attempts to explicitly express the plastic normality-flow rule associated to it, because the difference between the maximum and minimum principal stresses is generally not differentiable but subdifferentiable with respect to the stress tensor. In this work, the corresponding subdifferential is determined and specified for all possible cases; the explicit mathematical expressions are obtained for the plastic normality-flow rule relative to the Tresca yield criterion.Received: November 30, 2004     

基于非关联流动法则的圆形隧洞滑移线解答

圆形隧洞的滑移线方程早在20世纪中期苏联学者已给出解答,并在国内广泛应用．推导过程中假设滑移线与速度矢量方向夹角为45°-φ/2是错误的,理论上滑移线与速度矢量方向的夹角与采用的流动法则有关．该文分别从关联流动法则和非关联流动法则出发,推导了圆形隧洞的滑移线方程和水平方向破裂体深度的表达式．通过与模型试验结果进行对比,对岩土材料应采用基于非关联流动法则的滑移线解答.     

A limit surface formulation for plastically compressible polymers

The tightening of industrial safety standards for structures generates a need for refined computational methods, which, among other things, must be able to describe the yield surface and the deformation behaviour of non-reinforced thermoplastics. To describe the plastic behaviour of materials, a potential formulation is suggested. This formulation contains a number of known potentials as special cases. The parameters of the model, which are obtained from test data, are restricted by the convexity condition for the potential. The new model allows one to take into account effects of the second order, for instance, the unequal behaviour under tension and compression, the plastic compressibility, and the Poynting-Swift effect. For each particular choice of the parameters, the Poisson ratio in tension is computed. If the restrictions imposed on the Poisson ratio do not hold, the application of a non-associated flow rule is necessary. A simple non-associated flow rule with different values of Poisson ratio intension and compression is proposed. Russian translation published in Mekhanika Kompozitnykh Materialov, Vol. 43, No. 3, pp. 367–384, May–June, 2007.     

Construction of the Equivalent Plastic Strain Increment

Strain hardening plastic deformation of a material possessing a yield locus (f(σ_ij)) which may be written as a homogeneous function of the stress components (σ_ij), and which obeys the classical associated flow rule for metals (e.g. Bishop and Hill, 1951) is considered. The material may be anisotropic and may display plastic dilatation. A method is given for constructing the equivalent plastic strain increment in such a way that the increment of plastic work is always equal to the product of the equivalent plastic strain increment and the equivalent yield stress. Construction of the equivalent plastic strain at a corner in the yield locus is given. The method given here is implied in classical treatments of hardening (e.g. Hill, 1950) but seems not to have been given explicitly heretofore.     

Zur Konvexität der Fliessfläche

Zusammenfassung Die Theorie des plastischen Potentials wird gewöhnlich auf eine Fliessbedingung, das zugehörige Fliessgesetz und das Postulat abgestützt, dass die Fliessfläche (stetig, stückweise glatt und) konvex sei (vgl. z.B. [2], S. 18). Die Verfasser ersetzen die letzte Annahme durch das fundamentalere Postulat, dass die Dissipationsleistung eine im ganzen Raum der Verzerrungsgeschwindigkeiten eindeutig (und stetig) definierte Funktion sei.

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The theory of the plastic potential is usually based on a yield condition, the associated flow rule and the postulate that the yield surface be (continuous, piecewise smooth and) convex (see, e.g., [1]). The authors replace the last assumption by the more fundamental postulate that the dissipation rate is a single-valued (continuous) function of the plastic strain rates, defined in the entire strain rate space.

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Herrn Professor Dr. William Prager zum 70. Geburtstag gewidmet     

A regularized damage-plasticity model: micromorphic formulation and numerical aspects

A gradient-extended damage-plasticity model is discussed which is based on a micromorphic approach according to Forest [1]. Damage and plasticity are treated as independent but strongly coupled dissipative phenomena by considering separate yield and damage loading functions to describe the onset of plastic flow and / or damage evolution. A numerical benchmark test conducted in the study reveals that the model is able to essentially cure the well-known mesh-dependence issue which is known from finite element simulations involving conventional (i. e. ‘local’) damage material models. (© 2016 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim)