Singular perturbation of nonlinear vector boundary value problem

In this paper we study the perturbed boundary value problem of the form dx/dt=f(x,y,t;ε), εdy/dt=g(x,y,t;ε), a_1(ε)x(0,ε)+a_2(ε)y(0,ε)=a(ε) b_1(ε)x(1,ε)+εb_2(ε)y(1,ε)=β(ε)in whichx,f,β∈E~m, y,g,a∈E~n, 0<ε(?)1and a_1(ε), a_2(ε), b_2(ε)and b_2(ε) are matrices of the appropriate size. Under the condition that g_y(t) is nonsingular and other suitable restrictions, the existence of the solution is proved, the asymptotic expansion of solution of order n is constructed, and the remainder term is estimated.     

Asymptotic theory of initial value problems for nonlinear perturbed Klein-Gordon equations

Introduction InthispaperasymptotictheoryofthefollowinginitialvalueproblemforanonlinearKlein Gordonequationisconsidered.tt-Δ =εF(t,x,,ε),t>0,x∈R2,(0,x,ε)=0(x,ε),t(0,x,ε)=1(x,ε),x∈R2,(1)where(t,x)isarealvaluedunknownfunction,Δ=2i     

Singular perturbation of initial value problem for a nonlinear second order systems

In this paper,the singular perturbation of initial value problem for nonlinearsecond order vector differential equationsε~rx″=f(t,x,x′,ε)x(0,ε)=a,x′(0,ε)=βis discussed,where r>0 is an arbitrary constant,ε>0 is a small parameter,x,f,aandβ∈R~n.Under suitable assumptions,by using the method of many-parameterexpansion and the technique of diagonalization,the existence of the solution of pertur-bation problem is proved and its uniformly valid asymptotic expansion of higher order isderived.     

现代统一塑性理论

经典的本构理论不能精确描述材料表现出的率相关性和非线性本构关系,导致现代统一塑性理论的出现.各派现代统一塑性理论形式不相同,但最根本的观点接近:①材料变形由弹性变形与非弹性变形两部分组成,不再将非弹性变形区分为塑性变形与蠕变;②存在着两种物理参量:背应力X与粘滞系数K_0 σ—X构成非弹性形变的动力,K是非弹性应变的阻力,因而ε~(in)=f((σ-X)/K);③原始材料X= 0,K=K_0,K_0为较大的标量,所以加载初始表现出线弹性,续继加载X与K按演化规律变化导致非线性形变规律的出现.各派统一塑性理论的主要差异在于X与K的演化公式不同.各有其长亦有其短.在大量试验基础上取各派之长,舍各派之短,融合为一科学的理论是今后发展的方向.      

Interior layer phenomena of semilinear systems

In this paper,we study the interior layer phenomena of singular perturbation boundaryvalue problems for semilinear systems:εy” = f(t,y.ε)(a0 is a small parameter,y.f. A and B are n-dimensional vector functions.Thisvector boundary value peoblem does not appear to have been studied,although the scalarboundary problem has been treated extensively.Under appopriate assumptions we obtainexistence of solution as in the scalar problem and the estimate of this solution in terms ofappropriate inequalities as well.     

On the boundary value problems for ordinary differential equations with turning points

In this paper,we consider the boundary value problems of the formsy″-f(x,ε)y′ g(x,ε)=0 (-a≤x≤b,0≤ε《1 )y(-a)=a,y(b)=βwhere f(x,0)has several and multiple zeros on the interval[-a,b].The conditions forexhibiting boundary and interior layers are given,and the corresponding asymptoticexpansions of solutions are constructed.     

Boundary and interior layer behavior for singularly perturbed vector problem

In this paper,we consider the vector nonlinear boundary value problem:εy~v=f(x,y,z,y′,ε),y(0)=A_1,y(1)=B_1εz~v=g(x,y,z,z′,ε),z(0)=A_2,z(1)=B_2whereε>0 is a small parameter,0≤x≤1 ,f and g are continuous functions in R~4,Under appropriate assumptions,by means of the differential inequalities,we demonstratethe existence and estimation,involving boundary and interior layers,of the solutions to theabove problem.     

用全息和散斑干涉法对含穿透裂纹的有限宽薄板进行弹塑性分析

本文用激光全息和散斑干涉法,测量了含中心疲劳裂纹、双边切缝、45°斜切缝的有限宽铝合金板试件(LY12—CZ),在均匀单向拉伸载荷作用下,直至大范围屈服时,裂纹尖端附近区域的三维位移场.给出了下列结果:①裂纹尖端塑性区的尺寸、形状随载荷增加的变化情况.中心疲劳裂纹与双边切缝试件的裂纹尖端塑性区形状的比较;②裂纹尖端特征点的COD—σ/σ_s 曲线,裂纹起裂点的张开位移δ_(?)(即COD);③试件对称轴上一定标距内△—σ/σ_s 曲线,标称应变ε_0与载荷比σ/σ_s 关系,即ε_0—σ/σ_s 曲线,实验表明标称应变ε_0是衡量试件屈服情况的参数;④定量地测定了裂纹尖端附近的位移场;⑤裂纹尖端附近的应变场;⑥对失稳断裂载荷进行了塑性极限分析.并将上述结果与有关理论,实验及数值计算结果进行了比较.     

The asymptotic expansions of singularly perturbed boundary value problems

In this paper we study the singularly perturbed boundary value problem:εy″=f(t,y,ε),y(0)=ξ(ε),y(1)=η(ε).where εis a positive small parameter.In the conditions:f_(?)(0,y,0)≥m_0 ,f_(?)(l,y,0)≥m_0 and f_(?)f(t,y,ε)≥0 ,we prove the existences,and uniformly valid asymptotic expansions of solutions for the given boundary value problems,and hence we improve the existing results.     

Singular perturbation of boundary value problem of systems for quasilinear ordinary differential equations

In this paper,we study the singular perturbation of boundary value problem of systemsfor quasilinear ordinary differential equations:x′=f(t,x,y,ε),εy″=g(t,x,y,ε)y′ h(t,x,y,ε),x(0,ε)=A(ε),y(0,ε)=Bε,y(1,ε)=C(ε)where xf.y,h,A,B and C belong to R″and a is a diagonal matrix.Under the appropriateassumptions,using the technique of diagonalization and the theory of differentialinequalities we obtain the existence of solution and its componentwise uniformly validasymptotic estimation.     

Asymptotic method for singular perturbation problem of ordinary difference equations

This paper is taken up for the following difference equation problem(P,)(L,y)_k≡εy(k 1) a(k,ε)y(k) b(k,ε)y(k-1)=f(k,ε)(1≤k≤N-1),B_1y≡-y(0) c_1y(1)=a,B_2y≡-c_2y(N-1) y(N)=βwhereεis a small parameter,c_1,c_2,a,βconstants and a(k,ε),b(k,ε),f(k,ε)(1≤k≤N)functions of k andε.Firstly,the case with constant coefficients isconsidered.Secondly,a general method based on extended transformation is given tohandle(P.)where the coefficients may be variable and uniform asymptotic expansionsare obtained Finally,a numerical example is provided to illustrate the proposed method.     

BOUNDARY VALUE PROBLEMS FOR SECOND ORDER SINGULARLY PERTURBED DIFFERENTIAL EQUATIONS

In this paper the existence and uniqueness of solutions of boundary value problems εy″=f(t,y,ε) L(y(0),y′(0),ε) =0, R(y(1), y′(1),ε)=0(which contains the Robi's problem) is discussed by using the upper and lower solution. In addition, the asymptotic estimation of the solution is given us well.     

多项式稳定性的一类新判据

给出了多项式没有一个根位于右半平面的必要条件(定理1),并由此引出“判定系数”,“子判定系数”等概念,获得多项式稳定性的“逐级判定法”。 又利用判定系数给出了几个实用的充分条件(定理2—定理5)。其中最有意义的是证明了 定理4 多项式f(x)=a_0 a_1x … a_nx~n(a_i>0)稳定的一个充分条件是 a_(i-1)a(i 2)≤0.4655a_ia(i 1) (i=1,2,…,n-2) 多项式稳定性的这类判据为判定或设计稳定的线性系统提供了方便。     

圆对称平板与圆柱壳的蠕变

从目前关于蠕变已有的知識来看,蠕变的强化理論是描述应力与变形关系的較好的一种理論。但由于非綫性的数学方程所带来的困难,根据此种理論已解决的实际問題还很少,謝吉宁解决了梁的純弯問題,拉巴特諾夫討論了圓柱体軸对称問題。 当蠕变继续了一段时間,以致塑性变形远超过弹性变形时,可将弹性变形略去,則問題得到簡化。在本文中假設可略去弹性变形,討論了圓板及圓柱壳的蠕变問題,得出应力与变形的变化与分布情况。文卡特拉曼与荷奇曾根据蠕变的陈化理論并略去弹性变形討論了在均匀荷载作用下簡支圆板与固定圆板的蠕变,其中簡支圓板的应力分布情况与本文結果相符,但关于固定圆板的結果則是錯誤的。     

Singular perturbation of boundary value problem for a vector fourth order nonlinear differential equation

We study the vector boundary value problem with boundary perturbations: ε~2y~((4))=f(x,y,y″,ε, μ) ( μ<χ<1-μ) y(χ,ε,μ)l_(χ-μ)= A_1(ε,μ), y(χ,ε,μ)l_(χ-1-μ)=B_1(ε,μ) y″(χ,ε,μ)l_(χ-μ)=A_2(ε,μ),y″(χ,ε,μ)l_(χ-1-μ)=B_2(ε,μ)where yf, A_j and B_j (j=1,2) are n-dimensional vector functions and ε,μ are two small positive parameters. This vector boundary value problem does not appear to have been studied, although the scalar boundary value problem has been treated. Under appropriate assumptions, using the method of differential inequalities we find a solution of the vector boundary value problem and obtain the uniformly valid asymptotic expansions.     

金属材料在塑性范围纵横向变形规律的试验研究

对于十三种金属材料进行常温、静载拉伸试验。自动绘出P—ΔL和Δd-—ΔL曲线,以研究金属材料在纵向应变ε≤5％范围纵、横向变形规律。看出二曲线有一定的对应关系。Δa—ΔL图在弹性范围为直线,硬化阶段为近似直线,屈服阶段为曲线。碳钢等有明显屈服阶段的材料,此段曲线变化极不规则。并计算了泊松比μ_p数值。低碳钢μ_p约为0.5,符合体积不变假设;某些合金钢、铜或铝的合金等μ_p约为0.33—0.4,个别的为0.26,与0.5相差很大。对于ε>5％的情况也做了初步试验。     

DYNAMICAL CHARACTER FOR A PERTURBED COUPLED NONLINEAR SCHRDINGER SYSTEM

Introduction WeconsidertheperturbedcouplednonlinearSchr dingerequations(CNLS)iq1t=q1xx 2[|q1|2 |q2|2-ω2]q1 iε(^D1q1-r1),iq2t=q2xx 2[|q1|2 |q2|2-ω2]q2 iε(^D2q2-r2),(1)whereqjis2πperiodicandeveninx.rjisconstant,^Djisboundeddissipativeoperatorand assumedtotaketheform^Djqj=-αjqj βj^Bqj,(2)αjandβjarepositiveconstants,j=1,2.^BisaFouriertruncationofLaplaceoperator xx,i.e.,^Bcos(kx)=-k2cos(kx),k0isasmallperturbation parameter.Th…     

SINGULARLY PERTURBED BOUNDARY VALUE PROBLEMS FOR SEMI-LINEAR RETARDED DIFFERENTIAL EQUATIONS WITH NONLINEAR BOUNDARY CONDITIONS

IntroductionInthispaper,westudiedakindofboundaryvalueproblems (BVPs)forsemi_linearretardeddifferentialequationwithnonlinearboundarycondition :　　　　εx″(t) =f(t,x(t) ,x(t-ε) ,ε) ,　　t∈(0 ,1 ) ,(1 )　　　　x(t) =φ(t,ε) ,　t∈[-ε0 ,0 ] ,h(x(1 ) ,x′(1 ) ,ε) =A(ε) ,(2 )whereε>0isasmallparameterandε0 isasufficientlysmallpositiveconstant.ThereweremanyresultsofstudyingonsingularlyperturbedboundaryvalueproblemforretardeddifferentialequationinRefs.[1～5] .Butthosestudiespossessedanesse…     

材料在高速变形时的动力松弛性质和一维杆中的塑性波

材料在高速变形时,它的整个变形过程能不能只用一个状态方程来描写是值得讨论的。本文认为,状态方程只在x-t Lagrange平面的部分区域内才反映高速变形过程的力学规律。 本文讨论了函数g(σ,ε)在高速变形时的性质,并建议采用如下的形式:g(σ,ε)=A[1-e~-B(1-ε)(σ-f(ε))]. 本文认为横向惯性的存在是状态方程中应力提高项出现的原因或原因之一. 本文用应变率相关理论解释了等应变区的存在. 在每秒几十米的撞击速度范围内,撞击端面间的摩擦力对塑性波的形成和传播具有不可忽视的影响.但在速度高到100米/秒以上时,这种影响又可能予以忽略. 以上五点看法是给合了铬钢短试件和2S铝杆的高速变形分析得到的.     

Singular perturbation of second-order nonlinear system with boundary perturbation

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