FURTHER STUDY OF THE RELATION OF VON KF8B6RMN EQUATION FOR ELASTIC LARGE DEFLECTION PROBLEM AND SCHRDINGER EQUATION FOR QUANTUM EIGENVALUES PROBLEM

This work is the continuation and improvement of the discussion of Ref. [1]. We also improve the discussion of Refs. [2–3] on the elastic large deflection problem by results of this paper. We again simplify the von Kármán equation for elastic large deflection problem, and finally turn it into the nonlinear Schrödinger equation in this paper. Secondly, we expand the AKNS equation to still more symmetrical degree under many dimensional conditions in this paper. Owing to connection between the nonlinear Schrödinger equation and the integrability condition for the AKNS equation or the Dirac equation, we can obtain the exact solution for elastic large deflection problem by inverse scattering method. In other words, the elastic large deflection problem wholly becomes a quantum eigenvalues problem. The large deflection problem with orthorhombic anisotropy is also deduced in this paper.     

THE RELATION OF VON KRMN EQUATION FOR ELASTIC LARGE DEFLECTION PROBLEM AND SCHRDINGER EQUATION FOR QUANTUM EIGENALUES PROBLEM

In this paper the solutions of von Karman for elastic large deflection problem areclassified as the several solutions of Schr(?)dinger equation for quantum eigenvaluesproblem,and we present the transfrom for elastic large deflection problem from non-linearequation into linear equation.Thus,we create favourable conditions of the adoption ofconverse scattering methnd and B(?)cklund transformation.We also discuss the largedeflection problem of long and narrow plate.We can study the non-linear transition of elastic thin plate by furnished method fromthis paper.     

THE LARGE DEFLECTION ON PROBLEM OF CIRCULAR PLATE ON ELASTIC FOUNDATION AND IN CONJUNCTION WITH LINEAR ELASTIC STRUCTURE

This paper deals with the axisymmetrical deformation of the circular plate in largedeflection,which is on elastic foundation and in conjunction with a certain linear elasticstructure.The governing integral equations are established by the method of mixedboundary condition I and the simplified form is given.The pertrubation method is used toobtain the solutions and an example of the composite structure made up of a circular plateand a cylindrical shell is presented.     

THE PERTURBATION SOLUTION OF THE LARGE ELASTIC CURVE OF BUCKLED BARS AND THE SINGULAR PERTURBATION METHOD FOR ITS IMPERFECT BIFURCATION PROBLEM

This paper presents the large deflection elastic curve of buckled bars throughperturbation method,and the bifurcation diagrams including the influence of theimperfection at the base by using singular perturbation method of imperfect bifurcationtheory.The physical meaning of the bifurcation diagrams is discussed.