非均匀法向荷载下半空间的二阶弹性效应问题

本文提供各向同性弹性半空间，在非均匀分布法向荷载下，二阶弹性效应的一个封闭形式解，运用积分变换方法，讨论了按Ｈｅｒｔｚ规律分布的荷载情形；导出了不可压缩各向同性弹性材料的极限解；算出了上述二阶弹性材料问题在ｚ方向的位移和法向应力数值。我们发现，与线弹性情形相比较，在二阶弹性材料中相应位移增大而法向应力减小。     

基于裂纹尖端二阶弹性解的断裂过程区尺度

基于Westergaard应力函数裂纹尖端二阶弹性解,推导了裂纹尖端微裂区的轮廓线和特征尺寸的解析表达式;采用幂函数模型描述的拉应变软化模型,确定了在最大拉应力强度理论和最大拉应变强度理论下断裂过程区（FPZ）临界值的解析表达式;将基于Westergaard应力函数一阶弹性解及二阶弹性解、Muskhelishvili应力函数和Duan-Nakagawa模型确定的FPZ临界值进行了比较．结果表明裂纹尖端微裂区和FPZ临界值随着Poisson比的减小而增加并逐渐趋近于应用最大拉应力强度理论确定的结果;二阶弹性解确定的裂纹尖端微裂区和FPZ临界值大于一阶弹性解的值;FPZ临界值随着拉应变软化指数的增加而增加;二阶弹性解确定的FPZ临界值的精度远高于一阶弹性解确定的值.     

无限非均质横观各向同性黏弹性介质中具有圆柱孔洞时的振动

在无限介质中,研究了横截面为圆的柱形孔洞表面上瞬时径向力或扭转引起的扰动,讨论了高阶黏弹性和横观各向同性弹性参数的非均匀性对扰动产生的影响．根据高阶黏弹性Voigt模型,将非零应力分量简化为径向位移分量项表示,这对横观各向同性和高阶黏弹性固体介质是合宜的．导出了含有弹性和黏弹性参数以幂律变化时的应力方程．在瞬时力和扭转边界条件下,求解该方程,求得径向位移分量以及和它相关的应力分量,用修正的Bessel函数项来表示．对瞬时径向力作用问题进行了数值分析,并给出了不同阶的黏弹性和非均质性时的位移和应力变化图形．扭转作用时扰动的数值解可以用类似的方法研究,这里不再深入讨论．     

等直蜂窝夹芯盒式矩形截面梁约束弯曲应力的分析

在研究等截面蜂窝夹芯盒式矩形截面直梁自由弯曲位移和应力的基础上,分析其约束弯曲位移和应力附加项．对附加位移采用了分离变量假设,在此基础上,得到了几何、物理和平衡三方面的方程．采用伽辽金解法,使问题归结为具有衰减特性的二阶线性常微分方程．分析表明,应力衰减速度的快慢,取决于参数ν,而ν与载荷的大小、梁截面的几何尺寸以及材料的物理性质有关．     

非线性弹性体的弹性动力学变分原理

本文根据文献[1],对非线性应力应变关系的弹性体,导出了弹性动力学问题的变分原理和广义变分原理,提出了混合位移协调元和混合应力协调元的瞬时广义变分原理.     

基于曲梁弹性理论的弯曲覆岩变形及应力分析

引入适用于极坐标下曲梁的位移函数,通过理论分析得出用位移函数表示的曲梁控制方程和位移分量、应力分量.在此基础上,采用差分原理给出曲梁控制方程、位移分量和应力分量的差分代数方程.最后,采用数值计算方法,分析了煤层开采后弯曲覆岩的位移和应力分布特征,结果表明:1)煤层开采后弯曲覆岩产生下沉变形;弯曲岩层环向位移既有拉伸也有压缩.2)离开切眼不远处径向应力将达到峰值,径向应力由内边界向外逐渐增大;工作面后方不远处环向应力将达到峰值,环向应力较容易引起压缩破断;离开切眼不远处剪应力将达到峰值,对于小角度截面上的剪应力由内边界向外逐渐增大.研究结果为煤矿工程提供了科学依据与参考.     

微极各向同性弹性板中的Rayleigh-Lamb波

研究了无应力作用条件下，均匀、各向同性、圆柱形微极结构弹性板中波的传播．导出了对称和斜对称模式下波传播的特征方程．对短波这一极端情况，无应力圆板中对称和斜对称模态波的特征方程退化为Pmyle曲表面波频率方程．并得到薄板的计算结果．给出了位移和微转动分量，并绘制了相应图形．给出了若干特殊情况的研究结果及对称和斜对称模态特征方程的图示．     

复合材料单层板非弹性主方向的裂纹尖端应变能释放率

本文研究线弹性正交异性复合材料单层板非弹性主方向的断裂问题.推出了非弹性主方向坐标系和弹性主方向坐标系的特征根和柔度系数的变换公式.将裂纹尖端应力与位移代入应变能释放率的基本公式,得到了在斜对称载荷作用下,用弹性主方向坐标系的工程参量表示的裂纹尖端应变能释放率的计算公式.     

深埋公路隧洞围岩应力和位移分布的复变函数解

为了优化公路隧道的设计和确保施工安全,必须明确公路隧洞开挖时围岩的力学行为.利用复变函数方法,通过保角映射函数把隧洞外域变换为单位圆外域.利用Cauchy(柯西)积分和留数定理求出两个应力函数,从而得到围岩的应力与位移的平面应变问题的解析解.结合曲墙马蹄形断面,通过数学软件MATLAB编程计算,分别给出了应力和仅考虑开挖引起的位移沿隧洞边和坐标轴方向的分布.利用有限元软件ANSYS建立二维平面应变模型,对理论推导得到的应力和位移的分布进行验证,数值解结果与近似解析解结果吻合性很好.研究结果表明:最大的环向应力发生在隧洞拱脚处,最大水平位移发生在拱腰处,最大的沉降和隆起分别发生在拱顶和仰拱中心处.沿坐标轴的正应力在隧洞附近变化较大,不一定在洞边取得最大值,离洞边不到10 m的距离,便分别趋于所加外荷载.位移值在洞边最大,随着离洞边距离的增大,逐渐单调趋于0.     

关于复合材料单层板裂纹尖端的J积分

该文采用复变函数方法,通过将裂纹尖端的应力和位移代入J积分的一般公式,推出了线弹性正交异性复合材料单层板受对称载荷作用的非弹性主方向的裂纹尖端犑积分的复形式－ 复变函数积分的实部,证明了该J积分的路径无关性,得到了它的具体计算公式     

Limit circle results for second order equations

It is known that for second order linear equations the assumption of limit circle (all solutions being square integrable) is not sufficient to imply boundedness of solutions. We investigate what additional hypotheses are needed to insure that all solutions are bounded. Also, we prove certain limit circle results using Liapunov functions.     

Discriminants and Functional Equations for Polynomials Orthogonal on the Unit Circle

We derive raising and lowering operators for orthogonal polynomials on the unit circle and find second order differential and q-difference equations for these polynomials. A general functional equation is found which allows one to relate the zeros of the orthogonal polynomials to the stationary values of an explicit quasi-energy and implies recurrences on the orthogonal polynomial coefficients. We also evaluate the discriminants and quantized discriminants of polynomials orthogonal on the unit circle.     

Partial indices of a class of second order matrix-functions

The paper studies Winer-Hopf factorization problem for matrix-functions of the second order defined on the unit circle of the complex plane. The element G ₂₁ of these matrix-functions is assumed to be representable by combinations of the other three elements and two functions meromorphic in the interior and exterior of the circle. Some formulas for partial indices are obtained.     

On differential equations for orthogonal polynomials on the unit circle

In this paper we characterize sequences of orthogonal polynomials on the unit circle whose corresponding Carathéodory function satisfies a Riccati differential equation with polynomial coefficients, in terms of second order matrix differential equations. In the semi-classical case, a characterization in terms of second order linear differential equations with polynomial coefficients is deduced.     

Continuation of some solutions in potential theory and their applications to elastic contact and crack problems

The following mixed boundary value problem is considered: arbitrary tangential displacements are prescribed inside a circle, while the tangential and normal stresses outside the circle are zero. In this case, a direct and simple formula is derived for the tangential displacements outside the circle in terms of prescribed displacements inside, thus making the tangential displacement known all over the boundary. The original problem is no longer mixed, and the complete solution becomes readily available. Another solution for the case, when arbitrary tangential displacements are prescribed outside a circle, is derived in a similar manner. The reciprocal theorem is used to derive the continuation formulae for the tangential stresses inside and outside a circle. Application of these results to contact and crack problems is demonstrated.     

Perturbation theory for Lyapunov exponents of a toral map: Extension of a result of Shub and Wilkinson

Starting from a hyperbolic toral automorphism times a rotation of the circle, we obtain, for a small volume preserving perturbation, an exact and rigorous second order perturbation expansion of the Lyapunov exponents.     

One-dimensional attractor for a strongly damped lattice system

In this paper, we consider an attractor of a second order strongly damped lattice system with the non-negative definite symmetric coupled operator. We obtain the existence of a global attractor and prove this attractor is homeomorphic to the circle.     

SELF-ADJOINTNESS IN THE WEYL LIMIT CASES. THE ROLE OF BOUNDARY CONDITIONS

ABSTRACT

The role of boundary conditions in assuring self-adjointness for the singular second order Sturm-Liouville operator -yⁿ + qy is discussed, both in the limit circle and limit point cases.     

Second order parallel algorithms for Fredholm integral equations with continuous displacement kernels

Parallel algorithms with second order precision are derived for efficient numerical solution of Fredholm integral equations of the second kind with displacement kernels.