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...
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| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2011
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| Texto completo: | http://hdl.handle.net/10198/4967 |
| País: | Portugal |
| Oai: | oai:bibliotecadigital.ipb.pt:10198/4967 |