Modeling corrosion of steel reinforcement in concrete: natural vs. accelerated corrosion

A. Brajkovic, H. Lin, J. Ozbolt (2019). "Modeling corrosion of steel reinforcement in concrete: natural vs. accelerated corrosion." In Proceedings of FraMCoS 10, Bayonne, France.

A. Brajkovic, H. Lin, J. Ozbolt. "Modeling corrosion of steel reinforcement in concrete: natural vs. accelerated corrosion." Paper presented at FraMCoS 10, Bayonne, France, 2019.

A. Brajkovic, H. Lin, J. Ozbolt, "Modeling corrosion of steel reinforcement in concrete: natural vs. accelerated corrosion," in Proc. FraMCoS 10, Bayonne, France, 2019.

@inproceedings{a-brajkovic2019,
  title     = {Modeling corrosion of steel reinforcement in concrete: natural vs. accelerated corrosion},
  author    = {A. Brajkovic, H. Lin, J. Ozbolt},
  year      = {2019},
  booktitle = {Proceedings of FraMCoS 10},
  address   = {Bayonne, France},
}

TY  - CPAPER
TI  - Modeling corrosion of steel reinforcement in concrete: natural vs. accelerated corrosion
AU  - A. Brajkovic
AU  - H. Lin
AU  - J. Ozbolt
PY  - 2019
T2  - Proceedings of FraMCoS 10
CY  - Bayonne, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Modeling_corrosion_of_steel_reinforcement_in_concrete_natural_vs._accelerated_co.pdf
AB  - Chloride-induced corrosion of steel reinforcement in concrete is one of the major reasons for deterioration of reinforced concrete structures. In the present paper a recently developed coupled 3D chemo-hygro-thermo-mechanical model for concrete is used to study the difference between natural and accelerated corrosion of steel reinforcement in concrete beam-end specimen. Only active corrosion phase is simulated for natural and accelerated corrosion. The results of the analysis are compared with the available test results performed under accelerated conditions. For accelerated corrosion a good agreement between predicted and experimentally observed corrosion induced damage and pull-out resistance of corroded reinforcement bar is obtained.…
ER  -