Analytical model to predict dilation behavior of FRP confined circular concrete columns subjected to axial compressive loading
Experimental research and real-case applications are demonstrating that the use of fiber–reinforced polymer (FRP) composite materials can be a solution to substantially improve circular cross section concrete columns in terms of strength, ductility, and energy dissipation. The present study is dedic...
| Autor principal: | |
|---|---|
| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2020
|
| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/71783 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/71783 |