On a three dimensional lattice approach for modeling corrosion induced cracking and its influence on bond between reinforcement and concrete

P. Grassl, T. Davies (2010). "On a three dimensional lattice approach for modeling corrosion induced cracking and its influence on bond between reinforcement and concrete." In Proceedings of FraMCoS 7, Jeju, South Korea.

P. Grassl, T. Davies. "On a three dimensional lattice approach for modeling corrosion induced cracking and its influence on bond between reinforcement and concrete." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

P. Grassl, T. Davies, "On a three dimensional lattice approach for modeling corrosion induced cracking and its influence on bond between reinforcement and concrete," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{p-grassl2010,
  title     = {On a three dimensional lattice approach for modeling corrosion induced cracking and its influence on bond between reinforcement and concrete},
  author    = {P. Grassl, T. Davies},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - On a three dimensional lattice approach for modeling corrosion induced cracking and its influence on bond between reinforcement and concrete
AU  - P. Grassl
AU  - T. Davies
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/On_a_three_dimensional_lattice_approach_for_modeling_corrosion_induced_cracking.pdf
AB  - Thepresentworkinvolvesthediscretemodellingofcorrosioninducedcrackingand its influence on the bond between reinforcement and concrete. A lattice approach is used to describe the mechanical inter- action of a corroding reinforcement bar, the surrounding concrete and the interface between steel reinforcement and concrete. The cross-section of the ribbed reinforcement bar is taken to be circular, assuming that the inter- action of the ribs of the deformed reinforcement bar and the surrounding concrete is included in a cap-plasticity interface model. The expansion of the corrosion product is represented by an eigenstrain in the lattice elements forming the interface. The lattice modelling approach is applied to the analysis…
ER  -