Simulation of Corrosion Induced Damage of Reinforced Concrete
This paper presents a finite element (FE) based numerical model to simulate the corrosion-induced cracking of reinforced concrete. Both uniform and non-uniform corrosion of steel in concrete is simulated. The effect of non-uniform corrosion distribution, cover depths, cover-to-rebar diameter ratio a...
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Format: | Conference Paper |
Published: |
Engineers Australia
2012
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Online Access: | http://hdl.handle.net/20.500.11937/14087 |