Modeling and strengthening of RC bridges by means of CFRP

P. Kotula, P.Koteš (2007). "Modeling and strengthening of RC bridges by means of CFRP." In Proceedings of FraMCoS 6, Catania, Italy.

P. Kotula, P.Koteš. "Modeling and strengthening of RC bridges by means of CFRP." Paper presented at FraMCoS 6, Catania, Italy, 2007.

P. Kotula, P.Koteš, "Modeling and strengthening of RC bridges by means of CFRP," in Proc. FraMCoS 6, Catania, Italy, 2007.

@inproceedings{p-kotula2007,
  title     = {Modeling and strengthening of RC bridges by means of CFRP},
  author    = {P. Kotula, P.Koteš},
  year      = {2007},
  booktitle = {Proceedings of FraMCoS 6},
  address   = {Catania, Italy},
}

TY  - CPAPER
TI  - Modeling and strengthening of RC bridges by means of CFRP
AU  - P. Kotula
AU  - P.Koteš
PY  - 2007
T2  - Proceedings of FraMCoS 6
CY  - Catania, Italy
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Modeling_and_strengthening_of_RC_bridges_by_means_of_CFRP.pdf
AB  - In the frame of the research work APVT-20-012204, three reinforced concrete girder bridges were diagnosed. The results of the diagnostic will be used for modelling and investigation of the real traffic load effects. The modified reliability levels for the evaluation of existing bridges were used for their evalua- tion (Koteš 2005, Koteš & Vičan 2006). The different remaining bridge lifetimes for various load models given in the Slovak standard were obtained by calculation. Here, the paper is focused on just one bridge, which is the most corrupted. This bridge was numerically mod- eled using software ATENA. The material characteristics needed…
ER  -