Simplifications and reduction of the Sanders-Koiter linear shell equations for various midsurface geometries

Author:

Simmonds James G.

Abstract

It is shown that the twelve linear field equations of the Sanders-Koiter first approximation shell theory, when specialized to shells with midsurfaces of constant mean curvature, can be replaced by eight equations of particularly simple form. This is accomplished by adding certain negligibly small terms to the conventional uncoupled stress-strain relations. On the basis of order of magnitude estimates, it is argued that these equations are actually adequate for shells of arbitrary geometry. For shells of nonzero Gaussian curvature, the simplified field equations are reduced to four coupled scalar equations. For catenoidal and helicoidal shells, these equations are further reduced to two coupled fourth-order equations. Various special forms of these equations are shown to agree with results obtained by Lardner, Reissner, and Wan for shallow shells, shells of revolution undergoing axisymmetric and lateral deformation, and helicoidal shells undergoing axisymmetric deformation.

Publisher

American Mathematical Society (AMS)

Subject

Applied Mathematics

Reference32 articles.

1. J. L. Sanders, Jr., An improved first approximation theory for thin shells, N.A.S.A. Rept. no. 24, 1959.

2. A consistent first approximation in the general theory of thin elastic shells;Koiter, W. T.,1960

3. On the “best” first-order linear shell theory;Budiansky, B.,1963

4. A. Libai, Invariant stress and deformation functions for doubly curved shells, J. Appl. Mech. 34, 43–48(1967).

5. J. G. Simmonds, Further reduction of equation (20) for arbitrary shells of non-zero Gaussian curvature (Appendix to [6]), Proc. Second Sympos. Thin Elastic Shells, Springer-Verlag, Berlin and New York, 1969, pp. 157–160

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