{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3722"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3722","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Implementação do método dos elementos de contorno para elasticidade bidimensional com o uso de microcomputadores","abstract":"This work is concerned with the development of a computer program for linear elastic analysis of 2-D plane stress/strain problems using Boundary element method. The fundamental solution due to Kelvin is employed. Four different types of linear isoparametric elements have been implemented for the boundary discretization. These are: fully continuous, fully discontinuous and two alternative continuity transition elements. The program allows for subregions, multisurfaces, symmetry, self-weight, centrifugal load and thermal load in any possible combination. The program has been written in FORTRAN language for 16 bits IBM-PC or IBM-PC XT compatible microcomputers. Input data reading is performed in a user-friendly manner with the aid of a pre-processor which includes data generation facilities. The results of some illustrative examples are compared with the corresponding analytical solutions at the end of the work.","abstract_html":"This work is concerned with the development of a computer program for linear elastic analysis of 2-D plane stress/strain problems using Boundary element method. The fundamental solution due to Kelvin is employed. Four different types of linear isoparametric elements have been implemented for the boundary discretization. These are: fully continuous, fully discontinuous and two alternative continuity transition elements. The program allows for subregions, multisurfaces, symmetry, self-weight, centrifugal load and thermal load in any possible combination. The program has been written in FORTRAN language for 16 bits IBM-PC or IBM-PC XT compatible microcomputers. Input data reading is performed in a user-friendly manner with the aid of a pre-processor which includes data generation facilities. The results of some illustrative examples are compared with the corresponding analytical solutions at the end of the work.","abstract_has_math":false,"creators":["Santiago, José Antonio Fontes"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Telles, José Cláudio de Faria"],"committee_chairs":[],"committee_members":[],"year":1987,"date_issued":"1987-12","date_published":"1987-12","updated_at":"2026-07-24T01:16:07Z","subjects":["Engenharia Civil"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/3722","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Telles, José Cláudio de Faria"]},{"key":"dc:creator","label":"Author","values":["Santiago, José Antonio Fontes"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2018-03-12T13:16:07Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:05:20Z"]},{"key":"dc:date.issued","label":"Date","values":["1987-12"]},{"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/11422/3722"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["This work is concerned with the development of a computer program for linear elastic analysis of 2-D plane stress/strain problems using Boundary element method. The fundamental solution due to Kelvin is employed. Four different types of linear isoparametric elements have been implemented for the boundary discretization. These are: fully continuous, fully discontinuous and two alternative continuity transition elements. The program allows for subregions, multisurfaces, symmetry, self-weight, centrifugal load and thermal load in any possible combination. The program has been written in FORTRAN language for 16 bits IBM-PC or IBM-PC XT compatible microcomputers. Input data reading is performed in a user-friendly manner with the aid of a pre-processor which includes data generation facilities. The results of some illustrative examples are compared with the corresponding analytical solutions at the end of the work."]},{"key":"dc:title","label":"Title","values":["Implementação do método dos elementos de contorno para elasticidade bidimensional com o uso de microcomputadores"]}]}],"canonical_facts":{"dc:contributor.advisor":["Telles, José Cláudio de Faria"],"dc:creator":["Santiago, José Antonio Fontes"],"dc:date.accessioned":["2018-03-12T13:16:07Z"],"dc:date.available":["2026-05-16T03:05:20Z"],"dc:date.issued":["1987-12"],"dc:description.abstract":["This work is concerned with the development of a computer program for linear elastic analysis of 2-D plane stress/strain problems using Boundary element method. The fundamental solution due to Kelvin is employed. Four different types of linear isoparametric elements have been implemented for the boundary discretization. These are: fully continuous, fully discontinuous and two alternative continuity transition elements. The program allows for subregions, multisurfaces, symmetry, self-weight, centrifugal load and thermal load in any possible combination. The program has been written in FORTRAN language for 16 bits IBM-PC or IBM-PC XT compatible microcomputers. Input data reading is performed in a user-friendly manner with the aid of a pre-processor which includes data generation facilities. The results of some illustrative examples are compared with the corresponding analytical solutions at the end of the work."],"dc:identifier.uri":["http://hdl.handle.net/11422/3722"],"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":["Implementação do método dos elementos de contorno para elasticidade bidimensional com o uso de microcomputadores"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:16:07Z"}