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Authors
Advisor(s)
Abstract(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.
Description
Keywords
Carbon fiber reinforced polymers Confinement Concrete columns Confinement model
Citation
Ferreira, Débora; Barros, Joaquim (2008). Stress-strain model for partial CFRP confined concrete. In CCC2008 - Challenges for Civil Construction. Porto