Delamination Failure in Concrete Beams Retrofitted with a Bonded Plate

C.K.Y. Leung (1998). "Delamination Failure in Concrete Beams Retrofitted with a Bonded Plate." In Proceedings of FraMCoS 3, Gifu, Japan.

C.K.Y. Leung. "Delamination Failure in Concrete Beams Retrofitted with a Bonded Plate." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

C.K.Y. Leung, "Delamination Failure in Concrete Beams Retrofitted with a Bonded Plate," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{c-k-y-leung1998,
  title     = {Delamination Failure in Concrete Beams Retrofitted with a Bonded Plate},
  author    = {C.K.Y. Leung},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Delamination Failure in Concrete Beams Retrofitted with a Bonded Plate
AU  - C.K.Y. Leung
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Delamination_Failure_in_Concrete_Beams_Retrofitted_with_a_Bonded_Plate.pdf
AB  - Concrete beams can be retrofitted by bonding a steel or composite plate to its bottom. The failure of such members is usually due to the delamination of the plate from the beam. Delamination can occur either at the end of the reinforcing plate or at the location of a crack in the concrete beam. This paper will focus on the analysis of delamination initiated at the mouth of a flexural crack. When loading is applied, a flexural crack tends to open at the bottom of the beam, inducing high shear stress which may result in delamination. The increment of interfacial…
ER  -