对于WKB近似解的一个简单物理解释

<正> Liouville 和 Green 在1837年同时考虑了如下的二阶线性常微分方程d~2y/dx~2+[λ~2q_1(x)+q_2(x)]y=0 (1)其中 q_1(x)在区间[a,b]中有二阶连续导数,且q_1(x)>0 (当 x∈[a,b]) (2)q_2(x)在[a,b]中连续,且     

Uniqueness for the solutions of elastic thin plates and shallow shells as well as their contact problem with half space

ＩｎｔｒｏｄｕｃｔｉｏｎＴｈｅｇｏｖｅｒｎｉｎｇｅｑｕａｔｉｏｎｓｆｏｒａｎｉｎｖｅｒｔｅｄｅｌａｓｔｉｃｔｈｉｎｓｈａｌｌｏｗｓｈｅｌｌｏｎｅｌａｓｔｉｃｈａｆｓｐａｃｅｉｎｓｔａｔｉｃｂｅｎｄｉｎｇａｒｅ[1]4-Ｅｉｈｉ2ｋｗ=02=2/ｘ2 2/ｙ2,2ｋ=ｋｙ(2/ｘ2) ｋｘ(2/ｙ2),(1)Ｄｉ4ｗ 2ｋ=ｑ-ｐ,(2)ｗ(ｘ,ｙ)=λｅ 2Ｇｅ4πＧｅ(λｅ Ｇｅ)∫∫ｓｐ(ξ,η)ｄξｄη(ｘ-ξ)2 (ｙ-η)2,(3)ｗｈｅｒｅｉｎＥｑｓ.(1),(2)ａｎｄ(3),ｗ(ｘ,ｙ)ｉｓｔｈｅｄｅｆｌｅｃｔｉｏｎｏｆｔｈｅｓｈｅｌｌ,(ｘ,ｙ)ｉｓｔｈｅｍ…     

用边界配置法计算带裂纹扭转杆的抗扭刚度和第三型应力强度因子

在开裂柱形杆的扭转问题中,取应力函数(?)(x,y)=u(x,y)-y~2,则u(x,y)是一个调和函数.按照调和函数u(x,y)在裂纹线上的值应为零这一条件作特征展开,而后利用边界配置法,使u(x,y)的边界条件近似满足.调和函数u(x,y)求出以后,便可以算出抗扭刚度D 和第三型应力强度因子K_Ⅲ.文中的特征展开形式不同于薛昌明所采用的特征展开形式.本文的特征展开形式和整个计算过程都比较简便.本文计算了:(1)两组开裂矩形截面杆的D 和K_Ⅲ(图3,4,5和6),结果和Westermann的计算结果相同.(2)三组开裂角钢的D 和K_Ⅲ(图8和图9),对于这种截面尚未见算过.(3)四组开裂圆轴的D 和K_Ⅲ(图11和图12),当单侧裂纹垂直于圆截面周边时,薛昌明得到了闭合形式的解,他的解答只能算出裂纹长度小于和等于半径的情况,而本文的数值解法并不受这个限制.当裂纹长度等于半径时,薛昌明所得为K_Ⅲ=0.5469T/R~(5/2),本文所得数值结果为K_Ⅲ=0.5468T/R~(5/2).其他三组,即裂纹和截面周边不垂直的情况,也未见算过.     

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.     

HOPF BIFURCATION IN A THREE-DIMENSIONAL SYSTEM

In this paper,Liapunor-Schmidt reduction and singularity theory are employed todiscuss Hopf and degenerate Hopf bifurcations in global parametric region in a three-dimensional system x=-βx y,y=-x-βy(1-kz),z=β[α(1-z)-ky~2].Theconditions on existence and stability are given.     

固定边矩形弹性薄板卡门大挠度与大振幅方程组的逼近解

1.大挠度问题图1所示的固定边矩形弹性薄板,其大挠度问题由下列卡门方程组定义:按文献考虑以下边界条件:当x=0及x=a 时:W=0(无挠度);((?)W)/((?)x)=0(无转角) (4)((?)~3φ)/((?)x~3) (2 μ)((?)~3φ)/((?)x(?)y~2)=0 (沿板边无法向位移) (5)((?)~2φ)/((?)x(?)y)=0 (没有阻止沿板边切向位移的力) (6)当y=0及y=b 时也有相同意义的边界条件如下:     

Multiple reciprocity method with two series of sequences of high-order fundamental solution for thin plate bending

IntroductionIt’swell_knownthatthecomplicatedfundamentalsolution[1,2 ]forHelmholtzequationΔu(x) +k2 u(x) =0　　(x∈Ω:boundedopenregioninR2 )isu (x,y) =-iH(2 )0 (k x-y ) 4,thusit’snotconvenientfornumericalcomputation .IfapplyingthesimplefundamentalsolutionofLaplaceequationu 0 (x ,y) =-ln｜x-y｜(2π) ,theexpressionforthesolutionofequationintheclosedregion Ωisc(y)u(y) + ∫Γu(x) u 0 (x,y) nx -u 0 (x ,y) u(x) n dsx =-k2∫Ωu(x)u 0 (x,y)dΩx.Astherightsideappearstheregionalintegrationinclu…     

Proper solutions and limit boundary value problems of nonlinear second-order systems of differential equations

For the system of differential equations x=r(t)y,y=-a(t)f(x)g(y) where a(t)>0, r(t)>0 for t≥t; f(x) >0 and is decreasing for x>0 g(y)>0, we give necessary and sufficient condition of the existence of a proper solution, a bounded proper solution or solutions of two kinds of boundary value problems on an infinite interval [c,∞] c≥t_g. Several examples are given to illustrate the conditions of these results.     

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.     

An Iteration Method for Integral Equations Arising from Axisymmetric Loading Problems

Let the concentrated forces and the centers of pressure with unknown density functions x(ξ)and y(ξ)respectively be distributed along the axis z outside the solid,then one can reduce anaxismmetric loading problem of solids of revolution to two simultaneous Fredholm integral equations.An iteration method for solving such equations is duscussed.A lemma equivalent to E.Rakotch’scontractive mapping theorem and a theorem concerning the convergent proof of the iteration methodare presented.     

Hopf bifurcation in a three-dimensional system

In this paper,Liapunor-Schmidl reduction and singularity theory are employed to discuss Hopf and degenerate Hopf bifureations in global parametric region in a three-dimensional system x=-βx+y, y=-x-βy(1-kz), z=β[α(1-z)-ky²], The conditions on existence and stability are given.     

An iteration method for integral equations arising from axisymmetric loading problems

Let the concentrated forces and the centers of pressure with unknown density functions x(ξ) and y(ξ) respectively be distributed along the axis z outside the solid, then one can reduce an axismmetric loading problem of solids of revolution to two simultaneous Fredholm integral equations. An iteration method for solving such equations is duscussed. A lemma equivalent to E. Rakotch’s contractive mapping theorem and a theorem concerning the convergent proof of the iteration method are presented.     

辐射非平衡流的运动论研究及对气流激光的应用

本文探讨激光介质气体非平衡流的运动论处理、引进了与分子速度有关的新的增益(GMS)、发展了近似求解方法。对CO_2气流激光的算例,本理论的零级近似已较满意。其结果在整个压力范围内适用,高压时与常用的速率方程理论(RET)的结果相一致;流速为零时结果简化为气体(不流动)激光的熟知的相应关系。需要指出的是:在低压加宽常数,η<0.2时,常用的RET即使引进修正压力效应的线形因子,仍不能正确估计非均匀加宽效应的影响,例如η=0.02,ξ=0,1.0时,(?)_R/(?)_K分别约为8和20,ξ是频移参数,(?)_R和(?)_k分别是RET和本理论之无量纲辐射强度。     

Doubly Curved Shallow Shells with the Rectangular Base Elastically Supported by Edge Arched Beams and Tie-Rods(Ⅱ)

In order to study the boundary conditions of integrated form(91a,d),firstlywe make use of trigonometrical series to express N_(ξη)(0,η),Q_ξ~*(0,η)of(97C,D).Suppose     

均布荷载下一边固定其对边中点被支承另两边自由的矩形板

y=0边为固定,其对边(y=b)的中点被支承,另二边x=0、x=a为自由的矩形板在均布荷载作用下的弯曲问题,尚未见有文献讨论过。本文引用广义简支边的概念并应用迭加法加以解决。此时,所求问题可归结为; 在板的边界内,须满足偏微分方程     

混流式水輪机叶片的設計和計算(一)

Q——通过水輪机的总流量N——水輪机的出力(功率)H——水头g——重力加速度η——水輪机的效率n——叶片数ω——水轉机轉动的角速度ξ_k——水力摩損系数(?)——势函数((?)有时也代表骨綫在u,z坐标中的傾斜角)ψ——在u,z坐标系中的流函数h(z)——流层的相对厚度Φ——h~(1/2)·(?)ψ——1/h~(1/2)ψQ_i——每一流层中通过z=0处的每单位厚     

有限厚度板穿透裂纹前缘附近三维弹性应力场分析

通过三维有限元计算来研究有限宽度、有限厚度含有穿透裂纹板的裂纹前缘应力场，从中找出应力强度因子与板的厚度、裂纹长度之间的关系，同时还分析了裂尖的三维约束程度和三维约束区的大小。分析结果表明：应力强度因子沿厚度的分布是不均匀的，应力强度因子的最大值及其位置与厚度有关；有限厚度板中面应力强度因子(KI)m-p及最大应力强度因子(KI)max均大于平面应力或平面应变的应力强度因子。对有限厚度裂纹问题，按平面应力或平面应变来考虑是不安全的；板中面的应力强度因子(KI)m-p及最大应力强度因子(KI)max是厚度B／a的函数；板的中面离面约束系数Tx最大，自由面(z=B)Tx=0。沿厚度方向裂尖附近的离面约束系数Tx也是z／B和B／a的函数，随着厚度的增加离面约束系数Tx增大，离中面越近离面约束系数Tx越大。Tx随着x的增大急剧减小，三维约束影响区域大小大约为板厚的一半，且裂纹长度a／W对应力强度因子沿厚度变化规律及Tx影响区域大小影响较小。     

Difference scheme and numerical simulation based on mixed finite element method for natural convection problem

ntroductionLetΩ R2 beaboundeddomain .Weconsiderthefollowingnon_stationarynaturalconvectionproblem :Problem (Ⅰ )　Findu =(u1,u2 ) ,p ,andTsuchthat,foranyt1>0 ,ut- μΔu +(u· )u + p=λjT　　 ((x ,y ,t) ∈Ω× (0 ,t1) ) ,divu =0　　　　　　　　　 ((x ,y,t) ∈Ω× (0 ,t1) ) ,Tt-ΔT +λu· T =0　　 ((x,y,t) ∈Ω× (0 ,t1) ) ,u =0 ,T =0　　　　　　 ((x,y,t)∈ Ω× (0 ,t1) ) ,u(x ,y ,0 ) =0 ,　T(x,y,0 ) =f(x,y)　　 ((x,y) ∈Ω) ,whereuisthefluidvelocityvectorfield ,pthepressurefield ,Tthet…     

Existence of closed orbits for a differential equation model concerning multi-molecule reactions

In this paper,the existence of closed orbits for the biochemical reaction modeldx/dt=1-x~ny~2,dy/dt=a(x~ny~2-y)is discussed,where n is a positive integer and x≥0,y≥0,a>0.We also point outthat the equation has no closed orbits or has stable limit cycles arising from Hopfbifurcations under a certain condition of a.     

Extended airy function and differential equations with n-turning points

This paper studies a second order linear ordinary differential equation with n-turningpoints(d~2y)/(dx~2) [λ~2q_1(x) q_2(x)]y=0Where q_1(x)=(x-μ_1)(x-μ_2)...(x-μ_n)f(x),f(x)≠0 ,and λis a largeparameter.The formal uniformly valid asymptotic solution of the equation is obtained based onthe analysis of the three points by means of the matched method.By the work a method isdeveloped and the applicability of this method to the n-turning points is demonstrated.