Cement-based mortar patch repair of RC columns. Comparison with all-four-sides and one-side repair

[EN] This paper describes an experimental study on patch-repaired reinforced concrete columns subjected to axial loads until failure. The behaviour of four series of columns repaired with Class R3 and R4 cement-based mortar was analysed both with and without a bonding agent. The results obtained wer...

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Detalhes bibliográficos
Autores: Ortega, Irene, Pellicer, Teresa M.|||0000-0002-0072-678X, Calderón García, Pedro Antonio|||0000-0002-9783-9333, Adam, Jose M|||0000-0002-9205-8458
Formato: artículo
Fecha de publicación:2018
País:España
Recursos:Universitat Politècnica de València (UPV)
Repositorio:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:inglés
OAI Identifier:oai:riunet.upv.es:10251/116577
Acesso em linha:https://riunet.upv.es/handle/10251/116577
Access Level:acceso abierto
Palavra-chave:Patch repair
Bonding agent
RC repair
Repair mortar
INGENIERIA DE LA CONSTRUCCION
Descrição
Resumo:[EN] This paper describes an experimental study on patch-repaired reinforced concrete columns subjected to axial loads until failure. The behaviour of four series of columns repaired with Class R3 and R4 cement-based mortar was analysed both with and without a bonding agent. The results obtained were compared with control series of undamaged and damaged but unrepaired columns to determine the effectiveness of the repairs and the subsequent improvement in the behaviour of the columns. The results of this study were compared with those of previous work by the authors on the analysis of all-four-side repairs and one-side repairs. The conclusion reached was that patch repairs are highly effective as compared to the other techniques studied and that using Class R3 mortar achieves better results on damaged columns made with low-quality concrete. It was also concluded that applying a bonding agent does not improve the results, although this element was found to be necessary to prevent the premature detachment of the repair when there is a substantial difference between the stiffness of the column concrete and that of the mortar used in the repairs. (C) 2018 Elsevier Ltd. All rights reserved.