{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3380"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3380","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Cálculo de placas com ângulos reentrantes","abstract":"This paper aims to determine an adequate orientation in the design of plates with re-entrant angles, with various boundary conditions, which were made of reinforced concrete. A study made of the relation of the sides in the general behaviour of the efforts, and examples of plates with variable bevel, and serrated boundary were also studied. In the analysis, the finite element method was employed, using the \"LORANE\" programs, with a non-conforming rectangular finite element, presenting four nodes and twelve nodal displacements, and \"STAP\", with an isoparametric rectangular element.","abstract_html":"This paper aims to determine an adequate orientation in the design of plates with re-entrant angles, with various boundary conditions, which were made of reinforced concrete. A study made of the relation of the sides in the general behaviour of the efforts, and examples of plates with variable bevel, and serrated boundary were also studied. In the analysis, the finite element method was employed, using the "LORANE" programs, with a non-conforming rectangular finite element, presenting four nodes and twelve nodal displacements, and "STAP", with an isoparametric rectangular element.","abstract_has_math":false,"creators":["Cohen, Obadia"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Santos, Sydney Martins Gomes dos"],"committee_chairs":[],"committee_members":[],"year":1983,"date_issued":"1983-01","date_published":"1983-01","updated_at":"2026-07-24T01:16:01Z","subjects":["Engenharia Civil"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/3380","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Santos, Sydney Martins Gomes dos"]},{"key":"dc:creator","label":"Author","values":["Cohen, Obadia"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2018-01-03T16:18:47Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:04:24Z"]},{"key":"dc:date.issued","label":"Date","values":["1983-01"]},{"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":["Engenharia Civil"]}]},{"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/11422/3380"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["This paper aims to determine an adequate orientation in the design of plates with re-entrant angles, with various boundary conditions, which were made of reinforced concrete. A study made of the relation of the sides in the general behaviour of the efforts, and examples of plates with variable bevel, and serrated boundary were also studied. In the analysis, the finite element method was employed, using the \"LORANE\" programs, with a non-conforming rectangular finite element, presenting four nodes and twelve nodal displacements, and \"STAP\", with an isoparametric rectangular element."]},{"key":"dc:title","label":"Title","values":["Cálculo de placas com ângulos reentrantes"]}]}],"canonical_facts":{"dc:contributor.advisor":["Santos, Sydney Martins Gomes dos"],"dc:creator":["Cohen, Obadia"],"dc:date.accessioned":["2018-01-03T16:18:47Z"],"dc:date.available":["2026-05-16T03:04:24Z"],"dc:date.issued":["1983-01"],"dc:description.abstract":["This paper aims to determine an adequate orientation in the design of plates with re-entrant angles, with various boundary conditions, which were made of reinforced concrete. A study made of the relation of the sides in the general behaviour of the efforts, and examples of plates with variable bevel, and serrated boundary were also studied. In the analysis, the finite element method was employed, using the \"LORANE\" programs, with a non-conforming rectangular finite element, presenting four nodes and twelve nodal displacements, and \"STAP\", with an isoparametric rectangular element."],"dc:identifier.uri":["http://hdl.handle.net/11422/3380"],"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":["Engenharia Civil"],"dc:title":["Cálculo de placas com ângulos reentrantes"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:16:01Z"}