This thesis deals with the computation and study of small elastic displacements and stresses in axially symmetric spherical shells. All loads and reactions are assumed to be symmetrical with respect to the axis of the shell and consequently the displacements and stresses are functions of only one independent variable, the co-latitude. Although the application of major interest to the author is the analysis of reinforced concrete shell roofs, the theory is equally applicable to the design of tanks and pressure vessels, radomes, nuclear reactor containment vessels and other structural components in the form of a spherical cap.
| Identifer | oai:union.ndltd.org:LACETR/oai:collectionscanada.gc.ca:QMM.115523 |
| Date | January 1964 |
| Creators | Harris, Philip. J. |
| Contributors | De Stein, J. (Supervisor) |
| Publisher | McGill University |
| Source Sets | Library and Archives Canada ETDs Repository / Centre d'archives des thèses électroniques de Bibliothèque et Archives Canada |
| Language | English |
| Detected Language | English |
| Type | Electronic Thesis or Dissertation |
| Format | application/pdf |
| Coverage | Doctor of Philosophy. (Department of Engineering.) |
| Rights | All items in eScholarship@McGill are protected by copyright with all rights reserved unless otherwise indicated. |
| Relation | alephsysno: NNNNNNNNN, Theses scanned by McGill Library. |
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