Efficient macro-scale models for reinforcement corrosion modeling in reinforced concrete structures

J. Cervenka, J. Rymes, L. Jendele, M. Ahmad (2025). "Efficient macro-scale models for reinforcement corrosion modeling in reinforced concrete structures." In Proceedings of FraMCoS 12, Vienna, Austria.

J. Cervenka, J. Rymes, L. Jendele, M. Ahmad. "Efficient macro-scale models for reinforcement corrosion modeling in reinforced concrete structures." Paper presented at FraMCoS 12, Vienna, Austria, 2025.

J. Cervenka, J. Rymes, L. Jendele, M. Ahmad, "Efficient macro-scale models for reinforcement corrosion modeling in reinforced concrete structures," in Proc. FraMCoS 12, Vienna, Austria, 2025.

@inproceedings{j-cervenka2025,
  title     = {Efficient macro-scale models for reinforcement corrosion modeling in reinforced concrete structures},
  author    = {J. Cervenka, J. Rymes, L. Jendele, M. Ahmad},
  year      = {2025},
  booktitle = {Proceedings of FraMCoS 12},
  address   = {Vienna, Austria},
}

TY  - CPAPER
TI  - Efficient macro-scale models for reinforcement corrosion modeling in reinforced concrete structures
AU  - J. Cervenka
AU  - J. Rymes
AU  - L. Jendele
AU  - M. Ahmad
PY  - 2025
T2  - Proceedings of FraMCoS 12
CY  - Vienna, Austria
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Efficient_macro-scale_models_for_reinforcement_corrosion_modeling_in_reinforced.pdf
AB  - Reinforcement corrosion due to chloride ingress or carbonation is an important deterioration mechanism, which may compromise the service life of reinforced concrete structures. This paper presents an efficient macro-scale model, aiming to capture the most important aspects of the deterioration of reinforced concrete structures due to reinforcement corrosion. A chemo- mechanical model covers the initiation and propagation of chlorides using a 1D time-dependent model. This model is combined with the nonlinear modeling of cracking, bond failure, and reinforcement yielding. These models are implemented in the ATENA software and have been previously proven to provide a reliable prediction of structural performance…
ER  -