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...
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| Language: | en |
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2013
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| Online Access: | http://hdl.handle.net/10393/26104 |