Abstract
This paper deals with the research of accuracy of differential equations of deflections. The basic idea is as follows. Firstly, considering the boundary effect the meridian midsurface displacement u=0, thus we derive the deflection differential equations; secondly we accurately prove that by use of the deflection differential equations or the original differential equations the same inner forces solutions are obtained; finally, we accurately prove that considering the boundary effect the meridian surface displacement u=0 is an exact solution. In this paper we give the singular perturbation solution of the deflection differential equations. Finally we check the equilibrium condition and prove the inner forces solved by perturbation method and the outer load are fully equilibrated. It shows that perturbation solution is accurate. On the other hand, it shows again that the deflection differential equation is an exact equation.
The features of the new differential equations are as follows:
-
1.
The accuracies of the new differential equations and the original differential equations are the same.
-
2.
The new, differential equations can satisfy the boundary conditions simply.
-
3.
It is advantageous to use perturbation method with the new differential equations.
-
4.
We may obtain the deflection expression(w)and slope expression (dw/da) by using the new differential equations.
The new differential equations greatly simplify the calculation of spherical shell. The notation adopted in this paper is the same as that in Ref. [1]
Similar content being viewed by others
References
Xu Zhi-lun,Elasticity Mechanics, People's Education Publishing House (1982). (in Chinese)
Chien Wei-zang,Singular Perturbation Theory and Application in Mechanics, Science Press (1981). (in Chinese)
Chien Wei-zang and Yeh kai-yuan,Elasticity Mechanics, Science Press (1980). (in Chinese)
Chou Huan-wen, A perturbation solution in the nonlinear theory of circular plates,Applied Mathematics and Mechanics,2, 5 (1981), 519–528.
Wang Shen-xing, Axisymmetric spherical shell with variable wall thickness,Applied Mathematics and Mechanics,9, 2 (1988), 199–205.
Yang Yao-qian,Thin Shell Theory, Chinese Railway Publishing House (1981). (in Chinese)
Plerezen, A. P.,Architectural Mechanics, Higher Education Publishing House, Moscow (1982). (in Russian)
Flügge, W.,Stresses in Shells, Springer-Verlag, Berlin (1960).
Fan Cun-xu, The study of axisymmetrically bended problem for arbitrary shells of revolution,Acta Mechanica Sinica,21, 5 (1989). (in Chinese)
Fan Cun-xu, The peripheral effect of the bend of axial symmetry for spherical shell,Engineering Mechanics,5, 4 (1988). (in Chinese)
Author information
Authors and Affiliations
Additional information
Communicated by Chou Huan-wen
Rights and permissions
About this article
Cite this article
Cun-xu, F. Refined differential equations of deflections in axial symmetrical bending problems of spherical shell and their singular perturbation solutions. Appl Math Mech 11, 1175–1185 (1990). https://doi.org/10.1007/BF02016621
Received:
Issue Date:
DOI: https://doi.org/10.1007/BF02016621