{"id":{"repo_id":"missouri","oai_identifier":"oai:mospace.umsystem.edu:10355/108264"},"canonical_url":"https://search.dev.ndltd.org/etd/missouri/oai:mospace.umsystem.edu:10355/108264","repository":{"repo_id":"missouri","name":"University of Missouri","base_url":"https://mospace.umsystem.edu/oai/request"},"display":{"title":"Elastoplastic buckling of doubly curved unstiffened shells","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.","abstract_html":""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.","abstract_has_math":false,"creators":["Todd, William W."],"institution":"University of Missouri--Columbia","degree_name":"M.S.","degree_level":"Masters","degree_discipline":"Civil engineering (MU)","degree_department":null,"school":null,"contributors":[],"advisors":[],"committee_chairs":[],"committee_members":[],"year":1965,"date_issued":"1965","date_published":"1965","updated_at":"2026-07-24T03:09:05Z","subjects":[],"languages":["eng","English"],"rights":["OpenAccess."],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier.doi","label":"DOI","values":["https://doi.org/10.32469/10355/108264"],"render_values":[{"text":"https://doi.org/10.32469/10355/108264","href":"https://doi.org/10.32469/10355/108264","code":true}]}]},"links":{"outbound_url":"https://hdl.handle.net/10355/108264","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:creator","label":"Author","values":["Todd, William W."]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2025-05-13T16:00:35Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2025-05-13T16:00:35Z"]},{"key":"dc:date.issued","label":"Date","values":["1965"]},{"key":"dc:publisher","label":"Institution","values":["University of Missouri--Columbia"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Civil engineering (MU)"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Masters"]},{"key":"thesis:degree_name","label":"Degree Name","values":["M.S."]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["University of Missouri--Columbia"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["English"]},{"key":"dc:language.iso","label":"Language (ISO)","values":["eng"]},{"key":"dc:rights","label":"Dc Rights","values":["OpenAccess."]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.doi","label":"DOI","values":["https://doi.org/10.32469/10355/108264"]},{"key":"dc:identifier.uri","label":"Identifier URI","values":["https://hdl.handle.net/10355/108264"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["\"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."]},{"key":"dc:source","label":"Dc Source","values":["Digitized a department copy."]},{"key":"dc:title","label":"Title","values":["Elastoplastic buckling of doubly curved unstiffened shells"]}]}],"canonical_facts":{"dc:creator":["Todd, William W."],"dc:date.accessioned":["2025-05-13T16:00:35Z"],"dc:date.available":["2025-05-13T16:00:35Z"],"dc:date.issued":["1965"],"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."],"dc:identifier.doi":["https://doi.org/10.32469/10355/108264"],"dc:identifier.uri":["https://hdl.handle.net/10355/108264"],"dc:language":["English"],"dc:language.iso":["eng"],"dc:publisher":["University of Missouri--Columbia"],"dc:rights":["OpenAccess."],"dc:source":["Digitized a department copy."],"dc:title":["Elastoplastic buckling of doubly curved unstiffened shells"],"dc:type":["Thesis"],"thesis:degree_discipline":["Civil engineering (MU)"],"thesis:degree_level":["Masters"],"thesis:degree_name":["M.S."],"thesis:institution_name":["University of Missouri--Columbia"]},"updated_at":"2026-07-24T03:09:05Z"}