轴向应力波作用下圆柱壳塑性轴对称动力屈曲

运用有限元特征值分析方法对应力波作用下圆柱壳塑性轴对称动力失稳问题进行了研究。基于应力波理论和相邻平衡准则导出了圆柱壳轴对称动力失稳时的特征方程，在分析中同时考虑了应力波效应及横向惯性效应，把圆柱壳塑性动力失稳问题归结为特征值问题。通过引入圆柱壳动力失稳时的波前约束条件实现了此类问题的有限元特征值解法。计算结果揭示了圆柱壳塑性轴对称动力屈曲变形发展的机理，以及轴向应力波和屈曲变形的相互作用规律。     

轴向应力波作用下圆柱壳弹性轴对称动力失稳有限元特征值分析

本文运用有限元特征值分析方法对应力波作用下圆柱壳弹性轴对称动力失稳问题进行了研究。基于应力波理论和相邻平衡准则导出了圆柱壳轴对称动力失稳时的有限元特征方程,在此方程中考虑了应力波效应及横向惯性效应,把圆柱壳弹性动力失稳问题归结为特征值问题。通过引入圆柱壳动力失稳时的波前约束条件实现了此类问题的有限元特征值解法。计算结果揭示了圆柱壳弹性轴对称动力屈曲变形发展的机理,以及轴向应力波和屈曲变形的相互作用规律。     

结构动力分析自适应有限元方法综述

结构动力分析自适应有限元方法主要研究有限元动力分析的误差估计理论,建立适用于复杂结构动力分析的有限元网格自适应过程．介绍了结构动力问题自适应有限元方法的重要发展,包括固有振动和动响应分析的误差估计及相应的自适应策略;且简要介绍了几种现有的网格生成技术及其特点．最后指出这种方法存在的问题和今后的研究方向．     

变质量,变阻尼,变刚度结构系统的动力响应

本文首次提出了变质量、变阻尼、变刚度结构系统的动力响应问题，并根据抓斗卸船机的工作过程导出了结构系统的动力方程及解法。最后给出了工程实际算例。     

最小二乘法在薄板塑性动力响应中的应用

本文通过拉普拉斯变换,将最小二乘法应用于薄板的塑性动力响应问题。文中分别以承受均布冲击荷载(中载情形)的简支圆板和方板的塑性动力响应问题为例,说明本文方法的计算方法及步骤,并显示出本文方法的优越性。     

变质量、变阻尼、变刚度结构系统的动力响应

本文首次提出了变质量、变阻尼、变刚度结构系统的动力响应问题,并根据抓斗卸船机的工作过程导出了结构系统的动力方程及解法。最后给出了工程实际算例。     

最小二乘法在薄板塑性动力响应中的应用

本文通过拉普拉斯变换,将最小二乘法应用于薄板的塑性动力响应问题。文中分别以承受均布冲击荷载(中载情形)的简支圆板和方板的塑性动力响应问题为例,说明本文方法的计算方法及步骤,并显示出本文方法的优越性。     

正交各向异性层状弹性半平面动力奇异解及其应用

本文采用Ｌａｐｌａｃｅ－Ｆｏｕｒｉｅｒ联合变换及传递矩阵方法导出了正交各向异性层状弹性半平面动力问题的时域奇异解的解析表达式，讨论了奇异解的数值实施。并把奇异解应用于边界元，计算了地下直墙拱结构的动力响应问题。     

拉压不同弹性模量结构的动力特性分析

研究了拉压不同弹性模量结构动力问题的计算方法,建立了不同模量板壳结构动力特性的有限元算法,编制了相应的计算程序,并通过例题计算及分析得出了有价值的结论。     

正交各向异性层状弹性半平面动力奇异解及其应用

本文采用Ｌａｐｌａｃｅ－Ｆｏｕｒｉｅｒ联合变换及传递矩阵方法导出了正交各向异性层状弹性半平面动力问题的时域奇异解的解析表达式，讨论了奇异解的数值实施，并把奇异解应用于边界元，计算了地下直墙拱结构的动力响应问题。     

KdV-Burgers方程的级数解

给出ＫｄＶ－Ｂｕｒｇｅｒｓ方程的有界行波解的精确级数解,采用Ａｄｏｍｉａｎ算子分解法分别求行二个区域ζ〈０和ζ〉０的级数解,然后利用对接连续条件构成整体级数解。所得级数解能精确满足对接连续条件,并由此得到确定级数的系数递推公式,无需解非红性高阶代数方程组。与某些精确解及其它方法比较,计算简捷具在对接点处是收剑的。对某些非线性波动现象的研究,可作为计算和分析的数学依据。     

弹性动力学轴对称问题的理论解

本文给出了弹性动力学轴对称问题基本方程的一种理论解。它由满足非齐次边界条件的准静态解和满足齐次边界条件的动态解的叠加构成。在求得准静态解后,代入基本方程,得到动态解所需满足的非齐次方程。由相应的齐次方程的特征值问题,定义了有限Hankel变换。通过这种变换及Laplace变换,求得动态解,从而得到了一个完整的理论解。文中通过对一个实例求解,表明该方法求解过程简便,实用,求解结果精确。     

A theoretical solution for axially symmetric problems in elastodynamics

This paper presents a theoretical solution for the basic equation of axisymmetric problems in elastodynamics. The solution is composed of a quasi-static solution which satisfies inhomogeneous boundary conditions and a dynamic solution which satisfies homogeneous boundary conditions. After the quasi-static solution has been obtained an inhomogeneous equation for dynamic solution is found from the basic equation. By making use of eigenvalue problem of a corresponding homogeneous equation, a finite Hankel transform is defined. A dynamic solution satisfying homogeneous boundary conditions is obtained by means of the finite Hankel transform and Laplace transform. Thus, an exact solution is obtained. Through an example of hollow cylinders under dynamic load, it is seen that the method, and the process of computing are simple, effective and accurate.     

弹性层内部有集中力的精确解

利用Ｈａｎｋｅｌ变换及矩阵理论，获得了位于水平刚性基础上的弹性层在其内部受垂直于边界的集中力作用了的精确率，推广了已有的结论。Ｋｅｌｖｉｎ解，Ｍｉｎｄｌｉｎ解及弹性层表面受集中的用的解都是其特殊情形下的结论。     

Z切石英在氟化氢铵溶液中的腐蚀特性

对Z切石英在氟化氢铵溶液中的腐蚀特性进行了研究。首先研究了Z向腐蚀速率随腐蚀温度和腐蚀液浓度的变化关系,然后研究了Z向表面腐蚀粗糙度随腐蚀深度、腐蚀液体浓度、腐蚀温度的变化规律,最后将石英在氟化氢铵溶液中的腐蚀特性跟在BHF溶液中的腐蚀特性进行了简单对比。试验结果表明:腐蚀速率随腐蚀温度和腐蚀液浓度增加而增加;Z向腐蚀表面粗糙度随腐蚀时间的增加而增加;提高腐蚀液体浓度有利于减小腐蚀表面粗糙度;提高腐蚀液体温度有利于减小表面粗糙度;石英在氟化氢铵溶液腐蚀具有更高的腐蚀效率和更小的腐蚀表面粗糙度。本研究结果能够为石英MEMS器件的设计和工艺提供有益帮助。     

Stability analysis of the dual solutions for stagnation-point flow over a non-linearly stretching surface

We formulate a general steady two-dimensional stagnation-point flow problem corresponding to the fluid flow over a non-linearly stretching sheet. We then study the existence, uniqueness and stability of the unsteady solutions about each steady solution. It is found that there exist two solution branches: one branch is always stable while the other is always unstable. Also, it is observed that with an increase in the nonlinearity of the stretching sheet, the stable solution becomes more stable while the unstable solution becomes more unstable. Further, we show that the stable solution is the physically meaningful solution and such a physical solution always exists. Moreover, the physically meaningful solution is shown to be monotone and unique.     

General solution for interaction of solitary waves including head-on collisions

A general solution of the Boussinesq equation is presented which solves the problem of interaction of any number of right-going and left-going solitary waves. The solution relies on the exact solution of Gardner, Greene, Kruskal, and Miura (1967), and has the same degree of accuracy as that solution, but has a wider scope of application. It is much simpler than, but as accurate as, Hirota's exact solution (1973) of the Boussinesq equation, to which the present solution is compared for the simplest case of two solitary waves in head-on collision.     

Vincent摄动解的收敛上界

本文推证得到了Vincent摄动解与逐次迭代解的一致性,从而由迭代解的收敛性及其收敛上界得到了 Vincent 摄动解的收敛性和收敛上界,同时给出了迭代解的解析特征关系。     

Analytical solution of basic equations set of atmospheric motion

On condition that the basic equations set of atmospheric motion possesses the best stability in the smooth function classes, the structure of solution space for local analytical solution is discussed, by which the third-class initial value problem with typicality and application is analyzed. The calculational method and concrete expressions of analytical solution about the well-posed initial value problem of the third kind are given in the analytic function classes. Near an appointed point, the relevant theoretical and computational problems about analytical solution of initial value problem are solved completely in the meaning of local solution. Moreover, for other type of problems for determining solution, the computational method and process of their stable analytical solution can be obtained in a similar way given in this paper.     

On an Exact Analytical Solution of the Boussinesq Equation

A useful exact analytical solution of the Boussinesq equation is discussed and is the most general solution presently available, and in particular yields a solution for a finite aquifer. It provides insight into the physical processes arising during the exchange of water between an aquifer and a free body of water of varying height as an application and extension of Barenblatt's solution. We also illustrate the value of such a solution to check numerical and approximate schemes.