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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Bibliographic Details
Main Authors: Ahmed, Shaikh, Larner, Matthew
Other Authors: Not listed
Format: Conference Paper
Published: Engineers Australia 2012
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/14087