Experimental behaviour of concrete slabs strengthened with CFRP systems

• Tipo: Artigo em Livro de Atas de Conferência Internacional
• Data: 2001

Autores

Luís F. P. Juvantes (Autor) FEUP; Joaquim A. Figueiras (Autor) FEUP; Salvador José Esteves Dias (Autor) FEUP

Ata de Conferência Internacional

Título: CCC 2001-International Conference on Composites in Construction

Páginas: 489-494

CCC 2001-International Conference on Composites in Construction

Porto, Portugal, 10 a 12 de Outubro de 2001

Indexação

ISI Proceedings

ISI Web of Knowledge - 0 Citações

ISI Web of Science

Classificação Científica

FOS: Ciências da engenharia e tecnologias > Engenharia civil

CORDIS: Ciências Tecnológicas > Engenharia > Engenharia de materiais

Outras Informações

ID Authenticus: P-000-WY7

Abstract (EN): The present work refers to on experimental tests and a parametric study in four series of reinforced concrete slabs. Reference RC specimens, of minimum reinforcement (series MIN) and twice this (series N), are compared with strengthened specimens externally bonded with two unidirectional carbon-fibre-reinforced-systems (CFRP), an “in situ” cured system - prepreg sheets (series M) - and a prefabricated system - laminate (series L). RC slabs with or without pre-cracking of concrete are analysed. Strengthened specimen series (L and M) were designed to have similar resistant capacity to the reference RC specimen series (N). After discussion of results conclusions are put forward with regard to the behaviour of RC strengthened with CFRP as a solution to a practical problem.

Idioma: Português

Tipo (Avaliação Docente): Científica