{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3061"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3061","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Método dos elementos de contorno para elasticidade tridimensional","abstract":"The boundary integral equation is obtained from the Betti's theorem of reciprocity. Body forces and thermal effects are considered in the forrnulation. Isoparametric elemnts of plane triangular shape with linear variation for the functions, define the boundary. The integrals over the elements are calculated by an analitical and numerical process. By the application of the discrete boundary integral equation on the boundary nodes, a linear system of equations is assembled. The unknows are the displacements and or the tractions, on the boundary. The systern of equations is solved by the Gauss triangularization method. Interior values for choosen nodes can be calculated from the Somigliana's Identity. The boundary stress tensors are obtained by the application of the Hooke' s law, using the boundary strains and tractions. Some examples are presented to examine the efficiency of the method and the results are compared with the Finite Element Method Solution.","abstract_html":"The boundary integral equation is obtained from the Betti's theorem of reciprocity. Body forces and thermal effects are considered in the forrnulation. Isoparametric elemnts of plane triangular shape with linear variation for the functions, define the boundary. The integrals over the elements are calculated by an analitical and numerical process. By the application of the discrete boundary integral equation on the boundary nodes, a linear system of equations is assembled. The unknows are the displacements and or the tractions, on the boundary. The systern of equations is solved by the Gauss triangularization method. Interior values for choosen nodes can be calculated from the Somigliana's Identity. The boundary stress tensors are obtained by the application of the Hooke' s law, using the boundary strains and tractions. Some examples are presented to examine the efficiency of the method and the results are compared with the Finite Element Method Solution.","abstract_has_math":false,"creators":["Curotto, Claudio Luiz"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Ebecken, Nelson Francisco Favilla"],"committee_chairs":[],"committee_members":[],"year":1981,"date_issued":"1981-03","date_published":"1981-03","updated_at":"2026-07-24T01:15:59Z","subjects":["Engenharia Civil"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/3061","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Ebecken, Nelson Francisco Favilla"]},{"key":"dc:creator","label":"Author","values":["Curotto, Claudio Luiz"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-10-23T13:47:16Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:04:09Z"]},{"key":"dc:date.issued","label":"Date","values":["1981-03"]},{"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/11422/3061"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The boundary integral equation is obtained from the Betti's theorem of reciprocity. Body forces and thermal effects are considered in the forrnulation. Isoparametric elemnts of plane triangular shape with linear variation for the functions, define the boundary. The integrals over the elements are calculated by an analitical and numerical process. By the application of the discrete boundary integral equation on the boundary nodes, a linear system of equations is assembled. The unknows are the displacements and or the tractions, on the boundary. The systern of equations is solved by the Gauss triangularization method. Interior values for choosen nodes can be calculated from the Somigliana's Identity. The boundary stress tensors are obtained by the application of the Hooke' s law, using the boundary strains and tractions. Some examples are presented to examine the efficiency of the method and the results are compared with the Finite Element Method Solution."]},{"key":"dc:title","label":"Title","values":["Método dos elementos de contorno para elasticidade tridimensional"]}]}],"canonical_facts":{"dc:contributor.advisor":["Ebecken, Nelson Francisco Favilla"],"dc:creator":["Curotto, Claudio Luiz"],"dc:date.accessioned":["2017-10-23T13:47:16Z"],"dc:date.available":["2026-05-16T03:04:09Z"],"dc:date.issued":["1981-03"],"dc:description.abstract":["The boundary integral equation is obtained from the Betti's theorem of reciprocity. Body forces and thermal effects are considered in the forrnulation. Isoparametric elemnts of plane triangular shape with linear variation for the functions, define the boundary. The integrals over the elements are calculated by an analitical and numerical process. By the application of the discrete boundary integral equation on the boundary nodes, a linear system of equations is assembled. The unknows are the displacements and or the tractions, on the boundary. The systern of equations is solved by the Gauss triangularization method. Interior values for choosen nodes can be calculated from the Somigliana's Identity. The boundary stress tensors are obtained by the application of the Hooke' s law, using the boundary strains and tractions. Some examples are presented to examine the efficiency of the method and the results are compared with the Finite Element Method Solution."],"dc:identifier.uri":["http://hdl.handle.net/11422/3061"],"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":["Método dos elementos de contorno para elasticidade tridimensional"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:59Z"}