Flexure of continuous HSC beams with external CFRP tendons: effects of fibre elastic modulus and steel ratio
The results of a theoretical study on the flexural behaviour of continuous high-strength concrete (HSC) beams prestressed with external fibre reinforced polymer (FRP) tendons are presented. A previously developed numerical model is extended to the analysis of continuous HSC beams with external FRP t...
| Autor principal: | |
|---|---|
| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2014
|
| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10316/27897 |
| País: | Portugal |
| Oai: | oai:estudogeral.sib.uc.pt:10316/27897 |