Numerical investigation on bond behavior of corroded reinforcement

C. Gehlen, Fischer, J. Ožbolt (2010). "Numerical investigation on bond behavior of corroded reinforcement." In Proceedings of FraMCoS 7, Jeju, South Korea.

C. Gehlen, Fischer, J. Ožbolt. "Numerical investigation on bond behavior of corroded reinforcement." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

C. Gehlen, Fischer, J. Ožbolt, "Numerical investigation on bond behavior of corroded reinforcement," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{c-gehlen2010,
  title     = {Numerical investigation on bond behavior of corroded reinforcement},
  author    = {C. Gehlen, Fischer, J. Ožbolt},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Numerical investigation on bond behavior of corroded reinforcement
AU  - C. Gehlen
AU  - Fischer
AU  - J. Ožbolt
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Numerical_investigation_on_bond_behavior_of_corroded_reinforcement.pdf
AB  - The paper presents the results of investigations obtained within the project B2 of the research group DFG FOR 537 “Modeling reinforcement corrosion”. In the project the influence of corrosion on the in- teraction between steel and concrete is investigated. The experimental and numerical investigations are con- ducted on ‘beam end’ specimens. The paper presents the results of numerical investigations and their com- parison with experimental results. The bond strength together with corresponding end displacement at reference state and different corrosion levels are modeled and compared with experimental results. Specimens without stirrups show strong reduction of bond strength with increase of…
ER  -