Made available in DSpace on 2014-12-17T14:48:17Z (GMT). No. of bitstreams: 1
EdmilsonCR_DISSERT.pdf: 2891870 bytes, checksum: f918eb51bee8f43b778a96c5fd23f003 (MD5)
Previous issue date: 2014-04-07 / The aim of this work is the numerical simulation of the mechanical performance of concrete affected by Alkali-Aggregate Reaction or RAA, reported by Stanton in 1940. The RAA has aroused attention in the context of Civil Engineering from the early 80, when they were reported consequences of his swelling effect in concrete structures, including cracking, failure and loss of serviceability. Despite the availability of experimental results the problem formulation still lacks refinement so that your solution remains doubtful. The numerical simulation is important resource for the assessment of damages in structures caused by the reaction, and their recoveries The tasks of support of this work were performed by means of the finite element approach, about orthotropic non-linear formulation, and, thermodynamic model of deformation by RAA. The results obtained revealed that the swelling effect of RAA induced decline of the mechanical performance of concrete by decreasing the margin of safety prior to the material failure. They showed that the temperature influences, exclusively, the kinetics of the reaction, so that the failure was the more precocious the higher the temperature of the solid mass of concrete / O objetivo deste trabalho ? a simula??o num?rica do desempenho Mec?nico de membros de concreto afetados pela Rea??o ?lcali-Agregado ou RAA, reportada por Stanton em 1940. A RAA despertou a aten??o no ?mbito da Engenharia Civil a partir da d?cada de 80, quando foram relatadas consequ?ncias de seu efeito expansivo em estruturas de concreto, incluindo fissura??o, ru?na e perda de funcionalidade. Apesar da disponibilidade de resultados experimentais a formula??o do problema ainda carece de aperfei?oamento de modo que sua solu??o permanece duvidosa. A simula??o num?rica ? recurso importante para a avalia??o de danos em estruturas provocados pela rea??o, e suas recupera??es. As tarefas de suporte desse trabalho foram realizadas mediante a aproxima??o por elementos finitos, sobre formula??o ortotr?pica n?o linear, e, modelo termodin?mico de deforma??es por RAA. Os resultados obtidos revelaram que o efeito expansivo da RAA induziu o decl?nio do desempenho mec?nico do concreto diminuindo a margem de seguran?a pr?via ? ru?na do material. Ficou evidente que a temperatura influencia, exclusivamente, a cin?tica da rea??o, de modo que a ru?na foi tanto mais precoce quanto maior a temperatura da massa s?lida do concreto
| Identifer | oai:union.ndltd.org:IBICT/oai:repositorio.ufrn.br:123456789/14855 |
| Date | 07 April 2014 |
| Creators | Rodrigues, Edmilson Correia |
| Contributors | CPF:16696131434, http://lattes.cnpq.br/0666185389012179, Maciel, Daniel Nelson, CPF:02147178446, http://lattes.cnpq.br/4343155598427033, Silva Filho, Jos? Neres da, CPF:83729950606, http://lattes.cnpq.br/0915972389480304, Cabral, Kleber Cavalcanti, CPF:6714033540, http://lattes.cnpq.br/8387906402114241, Madureira, Edmilson Lira |
| Publisher | Universidade Federal do Rio Grande do Norte, Programa de P?s-Gradua??o em Engenharia Civil, UFRN, BR, MEC?NICA DAS ESTRUTURAS, ESTRUTURAS DE CONCRETO E ALVENARIA E MATERIAIS E PROCESSOS CONSTRUTIVOS |
| Source Sets | IBICT Brazilian ETDs |
| Language | Portuguese |
| Detected Language | English |
| Type | info:eu-repo/semantics/publishedVersion, info:eu-repo/semantics/masterThesis |
| Format | application/pdf |
| Source | reponame:Repositório Institucional da UFRN, instname:Universidade Federal do Rio Grande do Norte, instacron:UFRN |
| Rights | info:eu-repo/semantics/openAccess |
Page generated in 0.0016 seconds