Conference paper
Sustainability assessment of concrete structure durability under reinforcement corrosion
Abstract
In the present paper a parametric study is conducted based on an existing finite element based model. The influence of cover layer, reinforcement diameter and water-to-cement ratio is compared to a possible scatter in the results due to insufficient knowledge about the distribution of the corrosion current density along the circumference of the reinforcement.
Simulations show that the scatter has a greater influence on the results than changing the parameters wherefore it is concluded that further investigation of the non-uniform deposition of corrosion products is essential to better understand and predict the durability of a given structure.
| Language: | English |
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| Year: | 2013 |
| Proceedings: | First International Conference on Concrete Sustainability |
| Types: | Conference paper |
| ORCIDs: | Michel, Alexander and Stang, Henrik |
