A model to simulate the moment-rotation and crack width of FRC members reinforced with longitudinal bars
The present work describes a model for the determination of the moment–rotation relationship of a cross section of fiber reinforced concrete (FRC) elements that also include longitudinal bars for the flexural reinforcement (R/FRC). Since a stress–crack width relationship (σ–w)(σ–w) is used to model...
| Autor principal: | |
|---|---|
| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2015
|
| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/38784 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/38784 |