GENERAL SOLUTION OF THE OVERALL BENDING OF FLEXIBLE CIRCULAR RING SHELLS WITH MODERATELY SLENDER RATIO AND APPLICATIONS TO THE BELLOWS (Ⅰ)-GOVERNING EQUATION AND GENERAL SOLUTION

The overall bending of circular ring shells subjected to bending moments and lateral forces is discussed. The derivation of the equations was based upon the theory of flexible shells generalized by E.L. Axelrad and the assumption of the moderately slender ratio less than 1/3 (i.e., ratio between curvature radius of the meridian and distance from the meridional curvature center to the axis of revolution). The present general solution is an analytical one convergent in the whole domain of the shell and with the necessary integral constants for the boundary value problems. It can be used to calculate the stresses and displacements of the related bellows. The whole work is arranged into four parts: (Ⅰ) Governing equation and general solution; (Ⅱ) Calculation for Omega-shaped bellows; (Ⅲ) Calculation for C-shaped bellows; (Ⅳ) Calculation for U-shaped bellows. This paper is the first part.     

扁壳在任意法向载荷下的极限分析

本文利用对偶变分原理,从极限分析上限定理导得扁壳在任意法向载荷下的极限计算变分公式,通过把扁壳划分为有限元和叠代的方法获得极限载荷的近似值,通过算例显示了这种新的变分方法是解决扁壳极限分析的有效方法,可以用来对飞行器、船舶、防护罩等结构进行极限分析,具有一定现实意义。     

外边界支承环板在局部线性分布荷载作用下的塑性极限分析

针对外边界支承的团支和简支环板，应用广义阶梯函数给出了环板在局部线性分布荷载作用下的极限荷载的计算公式。     

On the stability of systems with stochastically variable parameters

The paper analyzes questions related to the construction of dynamic stability boundaries of elastic systems subjected to stochastic parametric excitation. It is supposed that the parametric action is a combination of a deterministic static component and a stochastic fluctuating component. The fluctuating component is taken to be a stationary ergodic process. The stability boundaries are built in the region of combination resonance using the stochastic averaging method and a probabilistic approach due to Khasminskii. In this connection, the stochastic averaging method based on the Stratonovich-Khasminskii theory is used. The probabilistic approach consists in using explicit asymptotic expressions for the largest Lyapunov exponent, from which the asymptotic stability boundaries are determined. As an application, the stability of a simply supported thin-walled bar subjected to a stochastically varying longitudinal load is investigated Published in Prikladnaya Mekhanika, Vol. 41, No. 12, pp. 128–138, December 2005.     

Stability of cylindrical shells with one plane of elastic symmetry under axial compression and torsion

A numerical technique is developed for stability analysis of laminated cylindrical shells with one plane of symmetry subject to axial compression and torsion. Shells filament-wound in directions other than the coordinate axes are considered as a special case. These shells are analyzed for stability under axial compression, external pressure, and torsion. It is shown that shells with a great number of plies and different ply angles may be considered orthotropic __________ Translated from Prikladnaya Mekhanika, Vol. 42, No. 8, pp. 115–121, August 2006.     

风与柔性结构流固耦合作用的预处理方法研究

针对强耦合方法求解风与柔性结构流固耦合作用时,大量计算资源都耗费在对强耦合方程求解中这一弊端,本文研究了强耦合方程的预处理求解方法。在风与柔性结构流固耦合作用的强耦合整体方程的基础上,将时空离散和线性化后的类似结构方程看成是鞍点问题,首先推导得到了类似结构方程的预处理矩阵;再基于此推导出了强耦合整体方程的预处理矩阵。首先采用预处理方法对经典二维流固耦合问题进行了计算,验证了提出的预处理矩阵的正确性;然后对风与三维膜结构的流固耦合作用进行了分析,评估了所提出预处理方法的相关计算参数。计算结果表明,所提出的预处理方法可使强耦合整体方程的求解在计算精度和计算效率上都得到较大提升,证明本文提出的预处理方法适用于风与柔性结构的流固耦合分析。     

EFFECT OF INTERLAYER THICKNESS ON THE MODE I FRACTURE ENERGY RELEASE RATE OF SANDWICH STRUCTURE$^{\bf 1)}$

三明治结构作为载荷传递和连接元件,广泛应用于航空航天、材料表征、柔性电子等领域. 了解其断裂行为和特点能为三明治结构连接件极限载荷的设计提供理论指导. 基于改良弹性地基理论模型,本文提出了一种计算能量释放率的新理论模型,模型中考虑中间层厚度对三明治结构 I 型断裂能量释放率的影响. 结果表明,中间层厚度对三明治结构 I 型断裂的影响存在两个部分：中间层剪切力的影响及中间层引起结构刚度增大的影响. 当无量纲中间层厚度取最大值 2 时,传统模型与有限元计算结果存在 70% 以上的误差;采用本文的模型可以极大地提高精度,将误差降到 5% 以内. 相比改良弹性地基理论只适用于中间层厚度较小的情况,本理论模型的适用范围更广. 此外,利用本模型,本文选取了两个几何参数 (中间层厚度和裂纹初始长度) 和一个材料参数 (模量比) 进行研究. 讨论了剪切效应对结构几何和材料参数的敏感性. 在定载荷的基础上,讨论了几何和材料参数对能量释放率的影响;并在假定结构断裂韧性不变的基础上,得到了几何和材料参数对三明治结构临界载荷的影响规律.     

圆柱形薄壳冲击扭转屈曲的实验研究

本文对受冲击扭矩作用下的圆柱形簿壳扭转屈曲进行了实验研究，利用Ｈｏｐｋｉｎｓｏｎ扭杆使圆柱受阶跃扭矩作用，分析所得到的应变－时间曲线，得到了不同几何参数的圆柱壳的冲击临界扭矩Ｍｄｅｒ和屈曲波数ｎ及几条定性结论，同时找出了圆柱壳静力扭转屈曲行为和冲击扭转屈曲行为之间的异同。     

复合地基承载特性的弹塑性分析

对桩及承台采用线弹性有限元模型,对承台下桩周土采用弹塑性有限元模型,对群桩以外的土体采用线弹性无限元模型,在桩土接触面上设置接触面单元,利用三维弹塑性有限元对桩%D土%D承台相互作用进行了分析。得出了如下结论 :承台下桩顶反力总体表现出角桩最大,边桩次之,中桩最小的分布规律,随着作用在承台上的荷载增大,桩顶反力趋于均匀分布,承台下桩侧摩阻力是由桩端向桩顶逐渐发展的,承台对桩上部侧摩擦阻力存在“削弱作用”。为了验证本文方法的可行性,对承台下有九桩的情况进行了静载试验,将试验结果与本文计算结果进行了比较。