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University of Missouri--Columbia
Elastoplastic buckling of doubly curved unstiffened shells
Abstract
dc:description.abstract"The calculation of reliable values for the buckling pressure of thin shells has become very Important in recent years. The increased necessity and usage of lighter weight components in missile propulsion systems has required more precise calculations to avoid stability problems and to increase economic feasibility. Modern architectural forms are likewise pointing to the need for more exact design formulae. Many solutions to the problem of stability of unstiffened shells from the purely elastic standpoint have been proffered."--Introduction.
Degree
thesis:*- Name thesis:degree_name
- M.S.
- Level thesis:degree_level
- Masters
- Discipline thesis:degree_discipline
- Civil engineering (MU)
- Grantor dc:publisher
- University of Missouri--Columbia
- Year dc:date.issued
- 1965
Author and committee
dc:creator, dc:contributor.*- Author dc:creator
-
- Todd, William W.
Rights
dc:rights- Statement dc:rights
-
- OpenAccess.
- Language dc:language.iso
- eng, English
Identifiers
dc:identifier.*- OAI identifier oai:identifier
- oai:mospace.umsystem.edu:10355/108264