Stress-strain model for partial CFRP confined concrete
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 perfor...
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | conferenceObject |
| Language: | eng |
| Published: |
2011
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/10198/4967 |
| Country: | Portugal |
| Oai: | oai:bibliotecadigital.ipb.pt:10198/4967 |