一类非常规斯特姆-刘维问题的本征函数完备性与节点

端点与质点(集中质量)连结的弦或杆的振动等问题在分离变量后归结为一类非常规的斯特姆一刘维本征值问题,证明了此类本征值问题的本征函数族具有完备性.证明了第n个本征函数具有n-1个节点(零点).     

分离变量法教学内容优化及本征值问题引入方式研究

现有数学物理方法教学体系中, 分离变量法在前, 本征值问题在后. 而分离变量过程中, 又涉及到本征 值问题. 这样的安排导致学生在学习分离变量法过程中, 不能很好地理解本征值问题是分离变量法的基础, 不利于 学生严密逻辑思维能力的培养. 针对这个问题我们开展了分离变量法教学内容优化的研究, 提出一种更有利于学 生严密逻辑思维能力培养的分离变量法教学方案. 将本征值问题提前, 将其置于定解问题之后、 分离变量法之前. 进而, 为避免直接引入S t u r m L i o u v i l l e方程而导致的突兀性问题, 给出了分离变量法教学顺序调整后的S t u r m L i o u v i l l e方程的引出方案     

二维各向同性变频率谐振子的超对称性及其不变量的超对称量子力学精确解

采用超对称量子力学与不变量相结合的方法讨论了二维各向同性变频率谐振子,给出了二维各向同性变频率谐振子的不变量,采用超对称量子力学方法精确求解了不变量的本征值和本征函数,并且给出了当频率恒定时,二维常频率谐振子的本征值和本征函数的精确解.最后对不变量的超对称性进行了讨论.     

受与速度平方成正比的力的变频率谐振子

受与速度平方成正比的力的变频率谐振子(THOFQV)可以用一个适当的Lagrangian量来描述，可以求出THOFQV的普遍解.再利用不变量算子求解该系统的Schrdinger方程，得到本征函数和本征值. 关键词： 谐振子 不变量 本征函数 本征值     

正切平方势与平面沟道系统的本征值和本征函数

讨论和分析了常用的平面连续势，引入了新的正切平方势描写粒子-晶体相互作用.在量子力学框架内，把系统的本征值和本征函数问题化为超几何方程的本征值和本征函数问题.将 低位能级之间的自发辐射同实验进行了比较，结果表明理论和实验符合很好. 关键词： Schrdinger方程 超几何函数 沟道辐射 本征值 本征函数     

刚性对称陀螺分子Stark效应的精确解

提出了一种精确求解位于外电场中刚性对称陀螺分子转动能级和相应解析波函数的新方法.首先利用不同形式的函数变换和变量代换将位于外电场中对称陀螺分子的极角θ方向的方程转化为合流Heun微分方程,然后根据合流Heun微分方程和合流Heun函数具有的特点,找到描述同一本征态的线性相关的两个解,构造Wronskian (朗斯基)行列式,得到精确的能谱方程.最后利用Maple软件计算出不同量子态的本征值,再将得到的本征值代入本征函数进行归一化运算最终得到用合流Heun函数表示的解析的归一化本征函数.这些结果可为深入研究对称陀螺分子的Stark效应提供有益的帮助.     

轨道角动量算符的本征值和本征函数与阶梯算符

量子力学的一个重要课题是求解力学量算符的本征值方程,以求得其本征值和本征函数.但是,大部分的本征值方程是二阶交系数微分方程.用通常使用的级数解法求解这类方程比较费时,也不好学.如果采用阶梯算符,可以变立阶变系数微分方程为两个一阶微分方程。这样一来,求解就比较简便,物理意义也很的确,通用性也较强,因此,阶梯算符法是值得推广的. 这篇文章中,我们阐述如何利用阶梯算符法求出轨道角动量平方算符的本征值和本征函数一球谐函数;讨论球谐函数与勒让特多项式及缔合勒让特函数间的关系并求出它们的正规性关系.由于有心力场问题哈密顿角…     

在局域子空间中计算给定范围内的能量本征值

通过能量算符δ函数作用于完全随机格点波函数,构造了可用于直接计算给定范围[Emin,Emax]内能量本征值和本征函数的局域子空间.在非正交局域基下详细推导了交迭积分和哈密顿算符在分立位置表象中的表示,讨论了广义本征值问题的解法.以Morse势和Henon-Heiles势的多个能量范围为例检验了算法     

端面受到空气阻力的弹性杆的振动

研究了一端固定、一端受到空气阻力的弹性杆的振动.建立了受阻力端的近似边界条件.本征振动模式含有阻尼振动特有的指数衰减因子,但不具有分离变量的形式.因为边界条件不属于斯特姆-刘维型,所以关于本征函数的完备性和正交性的一般定理不适用于本问题.用拉普拉斯变换法求解了任意给定初始条件下的振动.     

Hulthen势场中Schrdinger方程束缚态问题的超对称量子力学

应用超对称量子力学 (SQM)方法得到了具有Hulthen势的Schr dinger方程能量本征值谱和本征函数的精确解 .分析表明 :Hulthen势是一种形状不变势 ,Hulthen势场中量子力学束缚态的数目是有限的 .     

A Fourier series solution for the transverse vibration response of a beam with a viscous boundary

This paper presents the generalized Fourier series solution for the transverse vibration of a beam subjected to a viscous boundary. The model of the system produces a non-self-adjoint eigenvalue-like problem which does not yield orthogonal eigenfunctions; therefore, such functions cannot be used to calculate the coefficients of expansion in the Fourier series. Furthermore, the eigenfunctions and eigenvalues are complex valued. Nevertheless, the eigenfunctions can be utilized if the space of the operator is extended and a suitable inner product is defined. The methodology presented in this paper utilizes Hilbert space methods and is applicable in general to other problems of this type. As an adjunct to the theoretical discussion, the results from numerical simulations are presented.     

Vibration analysis of a continuous system subject to generic forms of actuation forces and sensing devices

This work provides a general formulation to solve vibration problems for continuous systems with damping effects, including modal, transient, harmonic and spectrum response analyses. In modal analysis, the system eigenvalues and corresponding eigenfunctions can be determined. The orthogonal relations of eigenfunctions are shown. For transient, harmonic and spectrum analyses, the generic force/actuator functions and response/sensing operators are introduced, respectively, and used to derive the system response. The time domain response is obtained for transient analysis, the frequency response function is derived for harmonic analysis and statistical quantities of response variables due to random excitation are determined in spectrum analysis. The solution for each type of analysis can be formulated and expressed in a concise format in terms of generic force/actuator and response/sensor mode shape functions. In particular, one-dimensional beam and two-dimensional plate vibration analyses are illustrated by following the developed generic formulation. This work provides the complete analytical solutions of four types of vibration analyses for continuous systems and can be applied to other engineering structures as well.     

Complex modal analysis of rods with viscous damping devices

The complex modal analysis of rods equipped with an arbitrary number of viscous damping devices is addressed. The following types of damping devices are considered: external (grounded) spring-damper, attached mass-spring-damper and internal spring-damper. Within a standard 1D formulation of the vibration problem, the theory of generalized functions is used to model axial stress and displacement discontinuities at the locations of the damping devices. By using the separate variable approach, a simple solution procedure of the motion equation leads to exact closed-form expressions of the characteristic equation and eigenfunctions, which inherently fulfill the required matching conditions at the locations of the damping devices. Based on the characteristic equation, a closed-form sensitivity analysis of the eigensolution is implemented. The displacement eigenfunctions exhibit orthogonality conditions. They can be used with the complex mode superposition principle to tackle forced vibration problems and, in conjunction with the stress eigenfunctions, to build the exact dynamic stiffness matrix of the rod for complex modal analysis of truss structures. Numerical results are discussed for a variety of parameters.     

再论端面受到空气阻力的弹性杆的振动

重新研究了端面受到空气阻力的弹性杆振动的分离变量法.建立了复本征函数的广义正交性.用复数形式的本征振动展开一般解.利用正交性求出了一般解中的系数以满足任意给定的初始条件.求解了多种边界条件下的振动,包括两端均受到空气阻力、一端有集中质量物体和弹性连接并受到空气阻力等情况.     

与质点连结的弹性杆的振动

用Laplace变换法求解了一端固定、一端与质点连结的弹性杆的振动问题,并详细讨论了几种极限情况下的运动图像,Laplace变换法对于同类问题普遍有效,而且不需要用到关于本征函数的完备性或(广义)正交性的定理。     

Modeling of axially moving wire with damping: Eigenfunctions, orthogonality and applications in slurry wiresaws

The classical modal analysis is applied to derive the analytical solution and to obtain the free vibration response of damped axially moving wire in this paper. The corresponding eigenvalues, eigenfunctions, and orthogonal relationship are presented. The orthogonality property and closed-form solution of free vibration response with damping are the main contributions of this study. In addition, the analytical modal analysis, with damping factor removed, shows agreement with those in existing research literature of moving wire without damping. The specific relevance of this general solution is discussed with respect to the moving wire in a slurry wiresaw. The theoretical definition of the damping factor of the slurry wiresaw system is also provided.     

Anterior-posterior biphonation in a finite element model of vocal fold vibration

In this paper, a finite-element model is used to simulate anterior-posterior biphonation [Neubauer et al., J. Acoust. Soc. Am. 110(6), 3179-3192 (2001)]. The anterior-posterior stiffness asymmetric factor and the anterior-posterior shape asymmetric factor describe the asymmetry properties of vocal folds. Spatiotemporal plot, spectral analysis, anterior-posterior fundamental frequency ratio, cross covariation function, and correlation length quantitatively estimate the spatial asymmetry of vocal fold oscillations. Calculation results show that the anterior-posterior stiffness asymmetry decreases the spatial coherence of vocal fold vibration. When the stiffness asymmetry reaches a certain level, the drop in spatial coherence desynchronizes the vibration modes. The anterior and posterior sides of the vocal fold oscillate with two independent fundamental frequencies (f(a) and f(p)). The complex spectral characteristics of vocal fold vibration under biphonation conditions can be explained by the linear combination of f(a) and f(p). Empirical orthogonal eigenfunctions prove the existence of higher-order anterior-posterior modes when anterior-posterior biphonation occurs. Then, it is found that the anterior-posterior shape asymmetry also decreases the spatial coherence of vocal fold vibration, and shape asymmetry is a possible reason for anterior-posterior biphonation.     

Analysis of oscillatory processes in lasers using the method of generalized eigenfunctions

The method of generalized eigenfunctions, which is used in the theory of diffraction, is applied to analyze stationary and narrow-band nonstationary processes in lasers. Using this method, one can avoid difficulties associated with integration of the eigenfunctions of an emitting system over the continuous spectrum, difficulties typical of the conventional frequency method. The method employs expansion in modes that are orthogonal inside the lasing medium. The problem of exponential growth of modes at infinity is eliminated. In addition, the field distribution inside the lasing medium is better described using the generalized eigenfunctions in a number of important cases.