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...
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| Other Authors: | , |
| Format: | article |
| Language: | eng |
| Published: |
2015
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| Subjects: | |
| Online Access: | http://hdl.handle.net/1822/38784 |
| Country: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/38784 |