A. O. S. Solgaard, H. Stang, J.F. Olesen, M. R. Geiker, Michel (2010). "Modeling Formation of Cracks in Concrete Cover due to Reinforcement Corrosion." In Proceedings of FraMCoS 7, Jeju, South Korea.
A. O. S. Solgaard, H. Stang, J.F. Olesen, M. R. Geiker, Michel. "Modeling Formation of Cracks in Concrete Cover due to Reinforcement Corrosion." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.
A. O. S. Solgaard, H. Stang, J.F. Olesen, M. R. Geiker, Michel, "Modeling Formation of Cracks in Concrete Cover due to Reinforcement Corrosion," in Proc. FraMCoS 7, Jeju, South Korea, 2010.
@inproceedings{a-o-s-solgaard2010,
title = {Modeling Formation of Cracks in Concrete Cover due to Reinforcement Corrosion},
author = {A. O. S. Solgaard, H. Stang, J.F. Olesen, M. R. Geiker, Michel},
year = {2010},
booktitle = {Proceedings of FraMCoS 7},
address = {Jeju, South Korea},
}
TY - CPAPER
TI - Modeling Formation of Cracks in Concrete Cover due to Reinforcement Corrosion
AU - A. O. S. Solgaard
AU - H. Stang
AU - J.F. Olesen
AU - M. R. Geiker
AU - Michel
PY - 2010
T2 - Proceedings of FraMCoS 7
CY - Jeju, South Korea
UR - https://framcos.org/wp-content/uploads/framcos-papers/Modeling_Formation_of_Cracks_in_Concrete_Cover_due_to_Reinforcement_Corrosion.pdf
AB - An electrochemical and mechanical modeling approach to simulate formation of corrosion in- duced cracks in reinforced concrete structures is presented. The electrochemical model allows simulation of the propagation of macro cell corrosion in a homogeneous defect-free concrete-steel system. To simulate cracking a finite element based crack propagation model is proposed. To demonstrate the potential use of the combined modeling approach a numerical example is provided where the influence of various exposure con- ditions on the corrosion current density and subsequent formation of cracks is illustrated.
ER -
