PERTURBATION FINITE ELEMENT METHOD FOR SOLVING GEOMETRICALLY NONLINEAR PROBLEMS OF AXISYMMETRICAL SHELL

In analysing the geometrically nonlinear problem of an axisymmetrical thin-walled shell, the paper combines the perturbation method with the finite element method by introducing the former into the variational equation to obtain a series of linear equations of different orders and then solving the equations with the latter. It is well-known that the finite element method can be used to deal with difficult problems as in the case of structures with complicated shapes or boundary conditions, and the perturbation method can change the nonlinear problems into linear ones. Evidently the combination of the two methods will give an efficient solution to many difficult nonlinear problems and clear away some obstacles resulted from using any of the two methods solely. The paper derives all the formulas concerning an axisym-metric shell of large deformation by means of the perturbation finite element method and gives two numerical examples,the results of which show good convergence characteristics.     

有曲率突变的轴对称壳(波纹壳)的有限元解

本文指出了在一般用直线单元的轴对称壳的有限元法中,由于忽视了曲率对斜度变形的影响,并不能用以处理曲率突变的轴对称壳问题.本文提出了考虑曲率影响的、以壳的斜度变形为连续参数的直线单元有限元法,并用以处理C型波纹壳的计算.和Turner-Ford的实验结果比较,以及和钱伟长教授的解析解比较,都证明这个理论是正确的     

在材料非线性问题中的摄动有限元法

摄动法是解决非线性连续介质力学问题的一种有效方法.这种方法是建立在该问题的线性解析解的基础上的,因此,若得不到一个简单的解析解,应用这种方法去解决一些复杂的非线性问题将遇到困难.有限元法对解非线性问题也是一种十分有用的工具,然而一般来说,它需要相当长的计算时间. 本文介绍摄动有限元法.这种方法吸取上述两种方法的优点,能够解决更复杂的非线性问题,而且也能大量节省计算机的计算时间. 本文讨论了比例加载下的弹塑性力学问题,并提出一个带孔拉板的数值解.     

变厚度圆板大挠度理论的摄动法

本文用对两个小参数的摄动法,对于轴对称圆薄板大挠度问题,在板厚按指数规律变化、载荷为均布的情况下,求出了三级摄动解。所得摄动解在特殊情况下与精确解的比较表明结果是较为理想的。     

组合梁的理论计算与实验

<正> 大专院校的材料力学实验课中引进了矩形梁的弯曲应力及变形实验,多年教学实践证明,这类实验对于学生的理论学习有一定的作用,但不能启发学生去思考问题,不能调动同学学习的积极性和培养学生解决问题的能力.在生产实践中,梁往往不是简单的矩形梁,如工厂用桥式吊车就大都是组合结构;吊车轨道梁则是钢筋混凝土梁上辅有钢轨,共同支撑起吊的重量;汽车板簧是由多层弯曲的钢板重叠组合而成的等等.     

用子域边界元法研究各向异性材料中的界面裂纹

用子域边界元法研究各向异性材料中的界面裂纹，在边界元公式中，采用了带特征根的基本解，以增量形式的边界积分方程为基础，通过二次等参元及国分之一面力奇异远离散化处理，可以得到各子域的代数方程组，依据凝集技术，可得到仅含有子域公共边界及裂纹边界未知量的求解方程组，通过迭代法，可以寻求到每种载荷作用下的裂纹所处的真实状态，然后，由文献「２」中的方法求解界面裂纹的应力强度因子。结果表明，子域边界方法是正确的     

THE PERTURBATION FINITE ELEMENT METHOD FOR SOLVING PROBLEMS WITH NONLINEAR MATERIALS

The perturbation method is one of the effective methods for so-lving problems in nonlinear continuum mechanics.It has been de-veloped on the basis of the linear analytical solutions for the o-riginal problems.If a simple analytical solution cannot be ob-tained.we would encounter difficulties in applying this method tosolving certain complicated nonlinear problems.The finite ele-ment method appears to be in its turn a very useful means for sol-ving nonlinear problems,but generally it takes too much time incomputation.In the present paper a mixed approach,namely,theperturbation finite element method,is introduced,which incorpo-rates the advantages of the two above-mentioned methods and enablesus to solve more complicated nonlinear problems with great savingin computing time.Problems in the elastoplastic region have been discussed anda numerical solution for a plate with a central hole under tensionis given in this paper.     

边界积分方程中超奇异积分的解法

本文对边界积分方程中所存在的超奇异积分的数值解法作了综述，并介绍了它的一些应用。     

PERTURBATION METHOD IN THE PROBLEM OF LARGE DEFLECTIONS OP CIRCULAR PLATES WITH NONUNIFORM THICKNESS

In this paper the perturbation method about two parameters is applied to the problem of large deflection of a cricular plate with exponentially varying thickness under uniform pressure.An asymptotic solution up to the third-order is derived. In comparison with the exact solutions in special cases, the asymptotic solution shows a precise accuracy.     

The Solution for Axisymmetrical Shells with Abrupt Curvature Change(Corrugated Shells)by the Finite Element Method

It has been noted in the present paper that the finite element method using linear elements for solving axisymmetrical shells cannot be applied to the analysis of axisymmetrical shells with abrupt curvature change,owing to the fact that the influence of the curvature upon the angular displace-ments has been neglected.The present paper provides a finite element method using linear elements in which the influence of curvature is considered and the angular displacements are treated as continuous parameters.This method has been applied to the calculation of corrugated shells of the type C,and compared with the experimental results obtained by Turner-Ford as well as with the analytical solution given by Prof.Chien Wei-zang.The compari-sons have been proved that this theory is correct.