The Axisymmetric Deformation of a Thin, or Moderately Thick, Elastic Spherical Cap

• Published in: Studies in applied mathematics (Cambridge) Vol. 100; no. 1; pp. 67 - 94
• Main Authors: Gregory, R. Douglas, Milac, Thomas I., Wan, Frederic Y. M.
• Format: Journal Article
• Language: English
• Published: Boston, USA and Oxford, UK Blackwell Publishers Inc 01.01.1998; Blackwell
• Subjects: Exact sciences and technology; Fundamental areas of phenomenology (including applications); Physics; Solid mechanics; Structural and continuum mechanics; Structural mechanics (beam, string...); Theory and numerical methods; Axisymmetric deformation; Eigenfunction; Shell eigenfunction; Two dimensional model; Legendre polynomial; Shell theory; Three dimensional model; Boundary value problem; Spherical cap; Poisson ratio; Eigenvalue problem; Asymptotic approximation; Popkovich Fadle eigenfunction
• ISSN: 0022-2526; 1467-9590
• DOI: 10.1111/1467-9590.00070

A refined shell theory is developed for the elastostatics of a moderately thick spherical cap in axisymmetric deformation. This is a two‐term asymptotic theory, valid as the dimensionless shell thickness tends to zero.The theory is more accurate than “thin shell” theory, but is still much more tractable than the full three‐dimensional theory. A fundamental difficulty encountered in the formulation of shell (and plate) theories is the determination of correct two‐dimensional boundary conditions, applicable to the shell solution, from edge data prescribed for the three‐dimensional problem. A major contribution of this article is the derivation of such boundary conditions for our refined theory of the spherical cap. These conditions are more difficult to obtain than those already known for the semi‐infinite cylindrical shell, since they depend on the cap angle as well as the dimensionless thickness. For the stress boundary value problem, we find that a Saint‐Venant‐type principle does not apply in the refined theory, although it does hold in thin shell theory. We also obtain correct boundary conditions for pure displacement and mixed boundary data. In these cases, conventional formulations do not generally provide even the first approximation solution correctly. As an illustration of the refined theory, we obtain two‐term asymptotic solutions to two problems, (i) a complete spherical shell subjected to a normally directed equatorial line loading and (ii) an unloaded spherical cap rotating about its axis of symmetry.