Numerical Simulation of Reinforced Concrete Deterioration

E.J. Hansen, V.E. Saouma (1998). "Numerical Simulation of Reinforced Concrete Deterioration." In Proceedings of FraMCoS 3, Gifu, Japan.

E.J. Hansen, V.E. Saouma. "Numerical Simulation of Reinforced Concrete Deterioration." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

E.J. Hansen, V.E. Saouma, "Numerical Simulation of Reinforced Concrete Deterioration," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{e-j-hansen1998,
  title     = {Numerical Simulation of Reinforced Concrete Deterioration},
  author    = {E.J. Hansen, V.E. Saouma},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Numerical Simulation of Reinforced Concrete Deterioration
AU  - E.J. Hansen
AU  - V.E. Saouma
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Numerical_Simulation_of_Reinforced_Concrete_Deterioration.pdf
AB  - Within the context of a numerical study of concrete bridge deck deterioration, simulation of chloride diffusion, steel corrosion, and concrete cracking are investigated. Chloride diffusion and reinforc- ing steel corrosion are shown to be easily modeled through the dif- fusion model generally available in most commercial finite element codes, whereas cracking is handled by a special nonlinear fracture mechanics program.
ER  -