Modelling of Corrosion-induced Concrete Damage

A. Michel, A.E. Thybo, H. Stang (2013). "Modelling of Corrosion-induced Concrete Damage." In Proceedings of FraMCoS 8, Toledo, Spain.

A. Michel, A.E. Thybo, H. Stang. "Modelling of Corrosion-induced Concrete Damage." Paper presented at FraMCoS 8, Toledo, Spain, 2013.

A. Michel, A.E. Thybo, H. Stang, "Modelling of Corrosion-induced Concrete Damage," in Proc. FraMCoS 8, Toledo, Spain, 2013.

@inproceedings{a-michel2013,
  title     = {Modelling of Corrosion-induced Concrete Damage},
  author    = {A. Michel, A.E. Thybo, H. Stang},
  year      = {2013},
  booktitle = {Proceedings of FraMCoS 8},
  address   = {Toledo, Spain},
}

TY  - CPAPER
TI  - Modelling of Corrosion-induced Concrete Damage
AU  - A. Michel
AU  - A.E. Thybo
AU  - H. Stang
PY  - 2013
T2  - Proceedings of FraMCoS 8
CY  - Toledo, Spain
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_Modelling_of_Corrosion-induced_Concrete_Damage.pdf
AB  - In the present paper a finite element model is introduced to simulate corrosion-induced damage in concrete. The model takes into account the penetration of corrosion products into the concrete as well as non-uniform formation of corrosion products around the reinforcement. To ac- count for the non-uniform formation of corrosion products at the concrete/reinforcement interface, a deterministic approach is used. The model gives good estimates of both deformations in the con- crete/reinforcement interface and crack width when compared to experimental data. Further, it is shown that non-uniform deposition of corrosion products affects both the time-to cover cracking and the crack width…
ER  -