Finite Element Modelling of Reinforced Concrete Beams with Corroded Shear Reinforcement
This thesis presents a finite element (FE) modelling approach investigating the effects of corroded shear reinforcement on the capacity and behaviour of shear critical reinforced concrete (RC) beams. Shear reinforcement was modelled using a “locally smeared” approach, wherein the shear reinforcement...
| Main Author: | |
|---|---|
| Other Authors: | |
| Language: | en |
| Published: |
Université d'Ottawa / University of Ottawa
2013
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/10393/26104 http://dx.doi.org/10.20381/ruor-3204 |