Durability of Composite Concrete Steel Bonded Structures

Detalhes bibliográficos
Autor(a) principal: Rocha, A.
Data de Publicação: 2023
Outros Autores: Aguiar, J.B., Valente, I.B.
Tipo de documento: Artigo
Idioma: por
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://doi.org/10.21814/ecum.5553
Resumo: The use of composite materials is based on taking advantage of the specific mechanical behaviour of each material. The use of steel and concrete composite structures is constantly growing and is proving to be efficient both in the construction of new buildings and in rehabilitation. The pursuit for sustainable development in construction is directly related to a reduction in the use of natural resources, together with a reduction of waste and an optimized use of the structural solutions. For this purpose, this work aims to develop construction solutions that facilitate the rehabilitation of existing constructions and construction systems with high performance in terms of life cycle. This study focuses on sustainability as a possible result of a better understanding of the phenomena associated with the durability of materials and components of the composite steel and concrete construction system and the search for more durable and optimized solutions. In this work, it is intended to extend the knowledge on steel and concrete composite systems that combine galvanized cold-formed steel profiles with concrete, using structural adhesives as the connection between these components. In this context, it is intended to highlight the degradation processes and their influence on the global behaviour of the analysed composite solution. Tests were carried out on structural elements in cold-formed galvanized steel glued to concrete elements, with the aim of evaluating the durability of these structures when exposed to unfavourable environmental conditions. The obtained results show that, although in some cases the degradation partially affects the resistance capacity of the elements, in other cases, this type of constructive system can be used maintaining the expected load capacity.
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spelling Durability of Composite Concrete Steel Bonded StructuresDurabilidade de Estruturas Mistas em Aço-Betão ColadasEstruturas mistas em aço e betão; Durabilidade; Aderência.The use of composite materials is based on taking advantage of the specific mechanical behaviour of each material. The use of steel and concrete composite structures is constantly growing and is proving to be efficient both in the construction of new buildings and in rehabilitation. The pursuit for sustainable development in construction is directly related to a reduction in the use of natural resources, together with a reduction of waste and an optimized use of the structural solutions. For this purpose, this work aims to develop construction solutions that facilitate the rehabilitation of existing constructions and construction systems with high performance in terms of life cycle. This study focuses on sustainability as a possible result of a better understanding of the phenomena associated with the durability of materials and components of the composite steel and concrete construction system and the search for more durable and optimized solutions. In this work, it is intended to extend the knowledge on steel and concrete composite systems that combine galvanized cold-formed steel profiles with concrete, using structural adhesives as the connection between these components. In this context, it is intended to highlight the degradation processes and their influence on the global behaviour of the analysed composite solution. Tests were carried out on structural elements in cold-formed galvanized steel glued to concrete elements, with the aim of evaluating the durability of these structures when exposed to unfavourable environmental conditions. The obtained results show that, although in some cases the degradation partially affects the resistance capacity of the elements, in other cases, this type of constructive system can be used maintaining the expected load capacity.A utilização mista de materiais baseia-se no aproveitamento do comportamento mecânico específico de cada material. A utilização de estruturas mistas em aço e betão tem vindo a crescer e mostra-se eficiente tanto na construção de novas edificações quanto na reabilitação. A procura pelo desenvolvimento sustentável na construção civil está diretamente relacionada com a racionalização da utilização de recursos minerais em conjunto com a redução do desperdício e o aproveitamento otimizado das estruturas. Com este intuito, procura-se desenvolver soluções construtivas que facilitem a reabilitação de construções existentes e sistemas construtivos com alto desempenho em termos de vida útil. Este estudo está voltado para o tema da sustentabilidade na medida em que se pretende uma melhor compreensão dos fenómenos associados à durabilidade dos materiais e componentes do sistema construtivo misto em aço e betão e se procura por soluções mais duradouras e otimizadas. Neste trabalho, pretende-se aprofundar o conhecimento de sistemas mistos de aço e betão, onde são utilizados perfis metálicos enformados a frio e galvanizados, em combinação com diferentes composições de betão, utilizando adesivos estruturais na ligação entre estes componentes. Neste contexto, pretende-se realçar os processos de degradação e a sua influência no comportamento global dos elementos mistos analisados. Foram realizados ensaios em elementos estruturais em aço enformado a frio colados a elementos em betão, com a finalidade de avaliar a durabilidade dessas estruturas quando expostas a condições ambientais desfavoráveis. Os resultados obtidos mostram que, embora em alguns casos a degradação afete parcialmente a capacidade resistente dos elementos, em outros casos, este tipo de sistema construtivo pode ser utilizado mantendo a capacidade resistente esperada dos elementos constituintes.CTAC2023-12-31info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://doi.org/10.21814/ecum.5553https://doi.org/10.21814/ecum.5553Engenharia Civil UM; Nº 66 (2023); 65-74Engenharia Civil UM; Nº 66 (2023); 65-742795-59820873-1152reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAPporhttps://revistas.uminho.pt/index.php/ecum/article/view/5553https://revistas.uminho.pt/index.php/ecum/article/view/5553/6230Direitos de Autor (c) 2023 A. Rocha, J.B. Aguiar, I.B. Valenteinfo:eu-repo/semantics/openAccessRocha, A.Aguiar, J.B.Valente, I.B.2024-01-06T09:20:20Zoai:journals.uminho.pt:article/5553Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T01:30:34.179485Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Durability of Composite Concrete Steel Bonded Structures
Durabilidade de Estruturas Mistas em Aço-Betão Coladas
title Durability of Composite Concrete Steel Bonded Structures
spellingShingle Durability of Composite Concrete Steel Bonded Structures
Rocha, A.
Estruturas mistas em aço e betão; Durabilidade; Aderência.
title_short Durability of Composite Concrete Steel Bonded Structures
title_full Durability of Composite Concrete Steel Bonded Structures
title_fullStr Durability of Composite Concrete Steel Bonded Structures
title_full_unstemmed Durability of Composite Concrete Steel Bonded Structures
title_sort Durability of Composite Concrete Steel Bonded Structures
author Rocha, A.
author_facet Rocha, A.
Aguiar, J.B.
Valente, I.B.
author_role author
author2 Aguiar, J.B.
Valente, I.B.
author2_role author
author
dc.contributor.author.fl_str_mv Rocha, A.
Aguiar, J.B.
Valente, I.B.
dc.subject.por.fl_str_mv Estruturas mistas em aço e betão; Durabilidade; Aderência.
topic Estruturas mistas em aço e betão; Durabilidade; Aderência.
description The use of composite materials is based on taking advantage of the specific mechanical behaviour of each material. The use of steel and concrete composite structures is constantly growing and is proving to be efficient both in the construction of new buildings and in rehabilitation. The pursuit for sustainable development in construction is directly related to a reduction in the use of natural resources, together with a reduction of waste and an optimized use of the structural solutions. For this purpose, this work aims to develop construction solutions that facilitate the rehabilitation of existing constructions and construction systems with high performance in terms of life cycle. This study focuses on sustainability as a possible result of a better understanding of the phenomena associated with the durability of materials and components of the composite steel and concrete construction system and the search for more durable and optimized solutions. In this work, it is intended to extend the knowledge on steel and concrete composite systems that combine galvanized cold-formed steel profiles with concrete, using structural adhesives as the connection between these components. In this context, it is intended to highlight the degradation processes and their influence on the global behaviour of the analysed composite solution. Tests were carried out on structural elements in cold-formed galvanized steel glued to concrete elements, with the aim of evaluating the durability of these structures when exposed to unfavourable environmental conditions. The obtained results show that, although in some cases the degradation partially affects the resistance capacity of the elements, in other cases, this type of constructive system can be used maintaining the expected load capacity.
publishDate 2023
dc.date.none.fl_str_mv 2023-12-31
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.uri.fl_str_mv https://doi.org/10.21814/ecum.5553
https://doi.org/10.21814/ecum.5553
url https://doi.org/10.21814/ecum.5553
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://revistas.uminho.pt/index.php/ecum/article/view/5553
https://revistas.uminho.pt/index.php/ecum/article/view/5553/6230
dc.rights.driver.fl_str_mv Direitos de Autor (c) 2023 A. Rocha, J.B. Aguiar, I.B. Valente
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Direitos de Autor (c) 2023 A. Rocha, J.B. Aguiar, I.B. Valente
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv CTAC
publisher.none.fl_str_mv CTAC
dc.source.none.fl_str_mv Engenharia Civil UM; Nº 66 (2023); 65-74
Engenharia Civil UM; Nº 66 (2023); 65-74
2795-5982
0873-1152
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