{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/2534"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/2534","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Análise de cascas de revolução pelo método dos elementos finitos com elemento de casca axissimétrico","abstract":"The static linear analysis of axi-symmetric shells under axially symmetric loading is done by the finite element method. For this purpose a truncated cone element is used to take advantage of the symmetry or the structure. Three interior degrees of freedom are introduced for each element, resulting in improved displacement functions. The effect of stiffness rings is taken into account. A circular plate element with one node, is used to handle the singularities with appear when dealing with closed shells. A computer program based on the cone element was prepared. Some examples are solved using the program and the results are compared with those of available analytical solutions.","abstract_html":"The static linear analysis of axi-symmetric shells under axially symmetric loading is done by the finite element method. For this purpose a truncated cone element is used to take advantage of the symmetry or the structure. Three interior degrees of freedom are introduced for each element, resulting in improved displacement functions. The effect of stiffness rings is taken into account. A circular plate element with one node, is used to handle the singularities with appear when dealing with closed shells. A computer program based on the cone element was prepared. Some examples are solved using the program and the results are compared with those of available analytical solutions.","abstract_has_math":false,"creators":["Galeão, Augusto Cesar Noronha Rodrigues"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Venâncio Filho, Fernando"],"committee_chairs":[],"committee_members":[],"year":1973,"date_issued":"1973-01","date_published":"1973-01","updated_at":"2026-07-24T01:15:49Z","subjects":["Cascas de revolução","Método dos elementos finitos","Estruturas de membranas"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2534","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Venâncio Filho, Fernando"]},{"key":"dc:creator","label":"Author","values":["Galeão, Augusto Cesar Noronha Rodrigues"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-07-28T15:15:38Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:02:08Z"]},{"key":"dc:date.issued","label":"Date","values":["1973-01"]},{"key":"dc:publisher","label":"Institution","values":["Universidade Federal do Rio de Janeiro"]},{"key":"dc:publisher.department","label":"Dc Publisher Department","values":["Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia"]},{"key":"dc:type","label":"Dc Type","values":["Dissertação"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Cascas de revolução","Método dos elementos finitos","Estruturas de membranas"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["por"]},{"key":"dc:rights","label":"Dc Rights","values":["Acesso Aberto"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/11422/2534"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The static linear analysis of axi-symmetric shells under axially symmetric loading is done by the finite element method. For this purpose a truncated cone element is used to take advantage of the symmetry or the structure. Three interior degrees of freedom are introduced for each element, resulting in improved displacement functions. The effect of stiffness rings is taken into account. A circular plate element with one node, is used to handle the singularities with appear when dealing with closed shells. A computer program based on the cone element was prepared. Some examples are solved using the program and the results are compared with those of available analytical solutions."]},{"key":"dc:title","label":"Title","values":["Análise de cascas de revolução pelo método dos elementos finitos com elemento de casca axissimétrico"]}]}],"canonical_facts":{"dc:contributor.advisor":["Venâncio Filho, Fernando"],"dc:creator":["Galeão, Augusto Cesar Noronha Rodrigues"],"dc:date.accessioned":["2017-07-28T15:15:38Z"],"dc:date.available":["2026-05-16T03:02:08Z"],"dc:date.issued":["1973-01"],"dc:description.abstract":["The static linear analysis of axi-symmetric shells under axially symmetric loading is done by the finite element method. For this purpose a truncated cone element is used to take advantage of the symmetry or the structure. Three interior degrees of freedom are introduced for each element, resulting in improved displacement functions. The effect of stiffness rings is taken into account. A circular plate element with one node, is used to handle the singularities with appear when dealing with closed shells. A computer program based on the cone element was prepared. Some examples are solved using the program and the results are compared with those of available analytical solutions."],"dc:identifier.uri":["http://hdl.handle.net/11422/2534"],"dc:language":["por"],"dc:publisher":["Universidade Federal do Rio de Janeiro"],"dc:publisher.department":["Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia"],"dc:rights":["Acesso Aberto"],"dc:subject":["Cascas de revolução","Método dos elementos finitos","Estruturas de membranas"],"dc:title":["Análise de cascas de revolução pelo método dos elementos finitos com elemento de casca axissimétrico"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:49Z"}