两端固支叠层圆柱厚壳轴对称问题的精确解析解

基于柱坐标系下的三维弹性力学基本方程,采用状态空间法得到两端固支单层与叠层圆柱厚壳轴对称问题的精确解析解。为严格满足固支端的边界条件,将固支端的边界位移函数作为状态变量引入状态方程,采用增维方法把非齐次状态方程变为齐次状态方程,并通过层合渐近技术将变系数状态矩阵转为常系数矩阵进行求解。所得到的解不仅严格满足三维弹性力学基本方程,而且严格满足固支边界条件,是真正意义上的三维精确解。算例表明,本研究解与有限元解吻合,具有很高的精度,且关于级数项数和分层数具有很好的收敛性。另外,通过圆柱厚壳各力学量沿径向和轴向的精确分布规律分析了厚径比和跨径比变化对位移和应力分布的影响。     

厚壳结构弹塑性分析的半解析有限元解

本文提出了对厚壳弹塑性分析的一种有效的、简便的分析方法,该法适用于圆柱形、任意截面柱形、旋转形等各种中厚壳,强厚壳的物理非线性分析。文中给出了厚壳弹塑性阶段的变形、应力状态和塑性区发展与破坏规律,为建立厚壳弹塑性理论提供了必要的依据,为厚壳非线性分析的实用计算探索了一条新的途径。     

球壳扭转振动的弹性力学理论解

本文用三维弹性力学理论求得球壳轴对称扭转振动问题的解析解。揭示了壳体在子午线方向和半径方向的耦合振动,研究了厚度方向剪切振动的固有频率和振型。文末给出顶端封闭和开孔球壳固有频率和振型的数字结果。对于各种不同厚度球壳的振动特性作了详细的讨论。     

球形厚壳的应力分析

文中将球形厚壳视为三维弹性体，按三维弹性理论问题求解其应力及位移。     

两端固支强厚度叠层闭口柱壳轴对称问题的精确解

抛弃任何有关应力或位移模式的人为假设,在文献【1】、【2】的基础上,引入δ—函数,在轴对称情况下,对两端固支叠层闭口柱壳建立其状态方程。给出薄的、中厚的以及强厚的叠层闭口柱壳的静力和动力问题的统一的精确解。此解满足所有的弹性力学基本方程,并计及了全部弹性常数。任意需要的精确度都能得到。     

压电压磁圆柱壳的自由振动分析

本文基于三维弹性理论，结合状态空间理论和离散奇异卷积算法分析了压电压磁圆柱壳的自由振动问题．圆柱壳的厚度方向被作为状态空间理论的传递方向，同时应用离散奇异卷积算法对面内域进行离散．因此，初始的偏微分运动方程被转化为由一阶常微分方程构成的状态方程．离散奇异卷积算法的引入使得本方法可以处理不同边界条件，从而扩展了常规状态空间方法的应用范围．本文对数值算例的计算验证了此方法的有效性和精确度．     

正交异性厚板在任意荷载下的精确解

本文从三维弹性力学方程出发,抛弃任何有关位移或应力分布的假设,导出正交异性体弹性力学问题的状态方程。给出四边简支任意厚宽比的矩形板在任意荷载作用下的控制方程及其精确解。有关数值结果同Reissner理论、Ambartsumyan理论等得出的相应量进行了比较,并评述了Ambartsumyan等理论的不足之处。     

内时弹塑性力学边界积分理论和边界元计算(一)

本文根据贝蒂理论,应用拟弹性方法,建立了内时弹塑性力学的适于数值计算的边界积分方程,其中包括空间问题和平面问额。而后根据它们给出了球壳问题的增量解析解计算式。我们在“内时弹塑性力学边界积分理论和边界元计算(二)”中依据(一)所建立的方程给出了几个轴对称问题的全量解析解。从比较结果可知本文建立的方程是有效且有用的。对于难于求得解析解的复杂问题我们将在以后的文章中进行边界元数值计算。     

Advances in sono-elasticity of ships and the related applications

船舶结构与水介质耦合动力学在改善船舶运动性能与结构安全性,控制船舶振动噪声与提高水下声隐身性能,进行船舶综合性能的优化设计等一系列工程问题中有广泛的应用需求与发展前景.本文综述了船舶水弹性力学、声弹性力学的理论方法、试验技术与应用技术的国内外研究进展;介绍了在带航速三维水弹性力学理论(Wu 1984)基础上,作者所在课题组近年来发展的船舶三维声弹性理论、计算技术及工程应用的概况.简述了船舶三维声弹性理论的部分应用情况及发展方向.     

船舶声弹性力学理论及其应用

船舶结构与水介质耦合动力学在改善船舶运动性能与结构安全性,控制船舶振动噪声与提高水下声隐身性能,进行船舶综合性能的优化设计等一系列工程问题中有广泛的应用需求与发展前景.本文综述了船舶水弹性力学、声弹性力学的理论方法、试验技术与应用技术的国内外研究进展;介绍了在带航速三维水弹性力学理论(Wu 1984)基础上,作者所在课题组近年来发展的船舶三维声弹性理论、计算技术及工程应用的概况.简述了船舶三维声弹性理论的部分应用情况及发展方向.     

Shell-Core Method for the Analysis of a Long Circular Cylindrical Sandwich Shell Subjected to Axisymmetric Loading

The analysis of a sandwich shell having a thick core and thin outer and inner layers (facings) and subjected to axisymmetric loads is considered. The problem is solved by applying the three-dimensional theory of elasticity to the core and the classical thin shell theory for the outer and inner facings. The displacement and stress continuity conditions are satisfied along the junctions of the facings and core. The results obtained from this solution have been compared with the results obtained from the sandwich shell theory of Fulton.     

Solution of three-dimensional problems for thick elastic shells by the method of reference surfaces

A new method for solving the elasticity problem for thick and thin shells is proposed. The method is based on the concept of reference surfaces inside the shell. According to this method, N reference surfaces are introduced in the body of the shell so that they are parallel to the midsurface and located at the Chebyshev polynomial nodes, which permits taking the displacement vectors u ¹, u ², …, u ^N of these surfaces for the desired functions. This choice of the desired functions allows one to represent the resolving equations of the proposed theory of higher-order shells in a sufficiently concise form and obtain deformation relations which permit describing the shell displacements as motions of a rigid body.     

A general solution of axisymmetric problem of arbitrary thick spherical shell and solid sphere

In this paper, the axisymmetric problems of arbitrary thick spherical shell and solid sphere are studied directly from equilibrium equations of three-dimensional problem, and the general solutions in forms of Legendre series for thick spherical shell and solid sphere are given by using the method of weighted residuals.     

Efficient meshless SPH method for the numerical modeling of thick shell structures undergoing large deformations

The objective of this paper is to present an extension of the Lagrangian Smoothed Particle Hydrodynamics (SPH) method to solve three-dimensional shell-like structures undergoing large deformations. The present method is an enhancement of the classical stabilized SPH commonly used for 3D continua, by introducing a Reissner–Mindlin shell formulation, allowing the modeling of moderately thin structure using only one layer of particles in the shell mid-surface. The proposed Shell-based SPH method is efficient and very fast compared to the classical continuum SPH method. The Total Lagrangian Formulation valid for large deformations is adopted using a strong formulation of the differential equilibrium equations based on the principle of collocation. The resulting non-linear dynamic problem is solved incrementally using the explicit time integration scheme, suited to highly dynamic applications. To validate the reliability and accuracy of the proposed Shell-based SPH method in solving shell-like structure problems, several numerical applications including geometrically non-linear behavior are performed and the results are compared with analytical solutions when available and also with numerical reference solutions available in the literature or obtained using the Finite Element method by means of ABAQUS^© commercial software.     

Heat conduction between confocal elliptical surfaces using the theory of a Cosserat shell

This paper is concerned with steady-state heat conduction in rigid shell-like interphase regions. By analogy this work may provide insight into related problems of electric, dielectric and magnetic behavior. Although the field equations for three-dimensional linear Fourier heat condition are rather simple, the solution of problems in shell regions is significantly complicated when the shell has a general geometry and variable thickness. Here, the problem of heat conduction between confocal elliptical surfaces is solved within the context of the theory of a Cosserat shell. This problem is of particular interest because the Cosserat solution can be compared with an exact solution and the influences of variable shell thickness and strong variations of the temperature field through the shell’s thickness can be explored independently. The results show that the Cosserat approach is reasonably accurate even for moderately thick shells, moderate ellipticity, and moderately strong variation of the temperature through the shell’s thickness.     

Three-dimensional continuum analysis for a unidirectional composite with a broken fiber

The three-dimensional problem of a periodic unidirectional composite with a penny-shaped crack traversing one of the fibers is analyzed by the continuum equations of elasticity. The solution of the crack problem is represented by a superposition of weighted unit normal displacement jump solutions, everyone of which forms a Green’s function. The Green’s functions for the unbounded periodic composite are obtained by the combined use of the representative cell method and the higher-order theory. The representative cell method, based on the triple discrete Fourier transform, allows the reduction of the problem of an infinite domain to a problem of a finite one in the transform space. This problem is solved by the higher-order theory according to which the transformed displacement vector is expressed by a second order expansion in terms of local coordinates, in conjunction with the equilibrium equations and the relevant boundary conditions. The actual elastic field is obtained by a numerical evaluation of the inverse transform. The accuracy of the suggested approach is verified by a comparison with the exact analytical solution for a penny-shaped crack embedded in a homogeneous medium. Results for a unidirectional composite with a broken fiber are given for various fiber volume fractions and fiber-to-matrix stiffness ratios. It is shown that for certain parameter combinations the use of the average stress in the fiber, as it is employed in the framework of the shear lag approach, for the prediction of composite’s strength, leads to an over estimation. To this end, the concept of “point stress concentration factor” is introduced to characterize the strength of the composite with a broken fiber. Several generalizations of the proposed approach are offered.     

An exact solution for the steady-state thermoelastic response of functionally graded orthotropic cylindrical shells

We analyze the steady-state response of a functionally graded thick cylindrical shell subjected to thermal and mechanical loads. The functionally graded shell is simply supported at the edges and it is assumed to have an arbitrary variation of material properties in the radial direction. The three-dimensional steady-state heat conduction and thermoelasticity equations, simplified to the case of generalized plane strain deformations in the axial direction, are solved analytically. Suitable temperature and displacement functions that identically satisfy the boundary conditions at the simply supported edges are used to reduce the thermoelastic equilibrium equations to a set of coupled ordinary differential equations with variable coefficients, which are then solved by the power series method. In the present formulation, the cylindrical shell is assumed to be made of an orthotropic material, although the analytical solution is also valid for isotropic materials. Results are presented for two-constituent isotropic and fiber-reinforced functionally graded shells that have a smooth variation of material volume fractions, and/or in-plane fiber orientations, through the radial direction. The cylindrical shells are also analyzed using the Flügge and the Donnell shell theories. Displacements and stresses from the shell theories are compared with the three-dimensional exact solution to delineate the effects of transverse shear deformation, shell thickness and angular span.     

Refined design of longitudinally corrugated cylindrical shells

A refined Timoshenko-type model based on the straight-line hypothesis is used to develop an approach to analyzing the stress state of longitudinally corrugated cylindrical shells with elliptic cross-section. The approach is to reduce the two-dimensional boundary-value problem that describes the stress–strain state of the shell to a one-dimensional one and to solve it with the stable numerical discrete-orthogonalization method. The solutions obtained using the straight-line hypothesis and the equations of three-dimensional elasticity are compared. The dependence of the stress–strain state of the shell on the number and amplitude of corrugations and the aspect ratio of the cross-section is analyzed     

刚性球体三维高速垂直自由入水载荷

入水结构体在从空中弹道转入水下弹道的入水阶段，其周围的流体将呈现出强非线性性质，本文针对传统基于Wagner理论的结构体入水载荷计算模型不能很好描述流体三维流动的情况，基于无黏不可压流体流动模型，考虑流体弹性，采用微元边界运动等效方法对运动边界进行分段分析，计及入水过程中系统的动能损失，根据能量守恒，对刚性球体高速垂直自由入水过程中流体的三维流动进行了理论分析，建立了基于无黏不可压弹性流体的刚性球体垂直高速入水载荷计算模型，并与基于多介质任意拉格朗日欧拉方法的有限元模型进行了对比分析，验证了该方法的可行性。基于此模型，本文进一步分析了入水载荷的影响因素。该方法提供了一种计算结构体垂直高速入水载荷的思路，具有一定的理论意义和工程应用价值。