REHABILITATION OF REINFORCED CONCRETE BEAMS: MECHANICAL PERFORMANCE WITH ALKALI-ACTIVATED REPAIR MORTAR

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REHABILITATION OF REINFORCED CONCRETE BEAMS: MECHANICAL PERFORMANCE WITH ALKALI-ACTIVATED REPAIR MORTAR

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dc.creator Teixeira, Otacisio Gomes
dc.creator Geraldo, Rodrigo Henrique
dc.creator Gonçalves, Jardel Pereira
dc.creator Camarini, Gladis
dc.date 2021-12-01
dc.date.accessioned 2023-05-29T21:29:00Z
dc.date.available 2023-05-29T21:29:00Z
dc.identifier https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679
dc.identifier 10.29183/2447-3073.MIX2022.v8.n1.90-101
dc.identifier.uri https://repositorio.ufsc.br/handle/123456789/246611
dc.description The premature degradation of concrete structures is nowadays a common problem, and the use of repair materials to promote structural rehabilitation is usually necessary. The objective of this study was to evaluate the performance of cracked concrete structures repaired with alkali-activated mortar (AAM). A beam repaired with a polymer modified mortar (PM) was used as reference. Concrete beams of 120 mm wide x 250 mm high x 2100 mm long were initially loaded in bending until failure. Thereafter, the beams were repaired with AAM or PM and they were submitted to a new bending test, with some analysis: first crack load, maximum load, ultimate load, and crack formation. The results showed that the repair (AAM or PM) was efficient, although the repaired beams developed the first crack with low load than reference beams. AAM showed to be as efficient as PM in recovering the concrete cracked beams. en-US
dc.description A degradação prematura das estruturas de concreto é um problema comum atualmente. O uso de um material de reparo objetivando a reabilitação estrutural é usualmente necessário. O principal objetivo deste estudo foi avaliar o desempenho de estruturas de concreto fissuradas reparadas com argamassa álcali-ativada (AAM). Uma viga reparada com argamassa comercial modificada com polímero (PM) foi usada como referência. Vigas de concreto de 120 mm de espessura x 250 mm de altura x 2100 mm de comprimento foram inicialmente carregadas com carga de flexão até a ruptura. Posteriormente, as vigas foram reparadas com AAM ou PM e elas foram submetidas por um novo ensaio de flexão com algumas análises: carga de primeira de primeira fissura, carga máxima, carga de ruptura e formação de fissuras. Os resultados mostraram que o reparo (AAM ou PM) foi eficiente, embora as vigas reparadas tenham desenvolvido a primeira fissura com uma carga menor que as vigas de referência. AAM se mostrou tão eficiente quanto a PM na recuperação das vigas fissuradas pt-BR
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dc.language eng
dc.publisher UFSC - Federal University of Santa Catarina pt-BR
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/3809
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/4608
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/4609
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/4610
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/4611
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/4612
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/4613
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/4614
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/4615
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/4616
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/4617
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/4618
dc.relation https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4679/4666
dc.rights Copyright (c) 2021 Otacisio Gomes Teixeira pt-BR
dc.source Mix Sustentável; Vol. 8 No. 1 (2022): Mix Sustentável (edição regular); 90-101 en-US
dc.source MIX Sustentável; v. 8 n. 1 (2022): Mix Sustentável (edição regular); 90-101 pt-BR
dc.source 2447-3073
dc.source 2447-0899
dc.subject Reparo de estruturas de concreto. Fissuras. Argamassa álcali-ativada. Argamassa modificada com polímero. en-US
dc.subject Produção de aglomerante com baixo impacto ambiental com a função de reparar vigas de concreto armado com fissuras en-US
dc.subject Reparo de estruturas de concreto pt-BR
dc.subject Fissuras pt-BR
dc.subject Argamassa álcali-ativada pt-BR
dc.subject Argamassa modificada com polímero pt-BR
dc.title REHABILITATION OF REINFORCED CONCRETE BEAMS: MECHANICAL PERFORMANCE WITH ALKALI-ACTIVATED REPAIR MORTAR en-US
dc.title REABILITAÇÃO DE VIGAS DE CONCRETO ARMADO: DESEMPENHO MECÂNICO COM ARGAMASSA DE REPARO ÁLCALI-ATIVADA pt-BR
dc.type info:eu-repo/semantics/article
dc.description.version publisher version


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  • Mix Sustentável [625]
    Periódico Científico Interdisciplinar: Arquitetura e Urbanismo, Design e Engenharias

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