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Autores
Orientador(es)
Resumo(s)
The Harajli et al. analytical model was modified in order to predict the compression stress-strain behaviour of reinforced concrete column elements partially and totally confined by CFRP lay-up sheets. The main results of the experimental program are hereby presented and analysed. The model’s performance is assessed using the experimental results.
Descrição
Palavras-chave
Carbon fiber reinforced polymers Confinement Concrete columns Confinement model
Contexto Educativo
Citação
Ferreira, Débora; Barros, Joaquim (2008). Stress-strain model for partial CFRP confined concrete. In CCC2008 - Challenges for Civil Construction. Porto