Multi-physical and multi-scale deterioration modelling of reinforced concrete: modelling corrosion-induced concrete damage

Alexander Michel, Henrik Stang, Mette Geiker, Michael Lepech (2016). "Multi-physical and multi-scale deterioration modelling of reinforced concrete: modelling corrosion-induced concrete damage." In Proceedings of FraMCoS 9, Berkeley, California, USA.

Alexander Michel, Henrik Stang, Mette Geiker, Michael Lepech. "Multi-physical and multi-scale deterioration modelling of reinforced concrete: modelling corrosion-induced concrete damage." Paper presented at FraMCoS 9, Berkeley, California, USA, 2016.

Alexander Michel, Henrik Stang, Mette Geiker, Michael Lepech, "Multi-physical and multi-scale deterioration modelling of reinforced concrete: modelling corrosion-induced concrete damage," in Proc. FraMCoS 9, Berkeley, California, USA, 2016.

@inproceedings{alexander-michel2016,
  title     = {Multi-physical and multi-scale deterioration modelling of reinforced concrete: modelling corrosion-induced concrete damage},
  author    = {Alexander Michel, Henrik Stang, Mette Geiker, Michael Lepech},
  year      = {2016},
  booktitle = {Proceedings of FraMCoS 9},
  address   = {Berkeley, California, USA},
}

TY  - CPAPER
TI  - Multi-physical and multi-scale deterioration modelling of reinforced concrete: modelling corrosion-induced concrete damage
AU  - Alexander Michel
AU  - Henrik Stang
AU  - Mette Geiker
AU  - Michael Lepech
PY  - 2016
T2  - Proceedings of FraMCoS 9
CY  - Berkeley, California, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Multi-physical_and_multi-scale_deterioration_modelling_of_reinforced_concrete_mo.pdf
AB  - In this paper, corrosion-induced damage is investigated by means of numerical simula- tions utilizing a coupled lattice and finite element method (FEM) modelling approach. While the reinforcement and corrosion product domain are discretized by the FEM, a lattice approach is used for the discretization of the concrete domain. To model the expansive nature of solid corrosion products, a thermal analogy is used. The modelling approach further accounts for the penetration of solid corrosion products into the available pore space of the surrounding cementitious materials and non-uniform distribution of corrosion products along the circumference of the reinforcement. Final- ly, results of…
ER  -