The Influence of the Mode II Fracture Energy on the Behaviour of Composite Plate Reinforced Concrete

E.B. Pires, J. Alfaiate, J. R. Almeida, J. Vinagre, P. Neto (2004). "The Influence of the Mode II Fracture Energy on the Behaviour of Composite Plate Reinforced Concrete." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

E.B. Pires, J. Alfaiate, J. R. Almeida, J. Vinagre, P. Neto. "The Influence of the Mode II Fracture Energy on the Behaviour of Composite Plate Reinforced Concrete." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

E.B. Pires, J. Alfaiate, J. R. Almeida, J. Vinagre, P. Neto, "The Influence of the Mode II Fracture Energy on the Behaviour of Composite Plate Reinforced Concrete," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{e-b-pires2004,
  title     = {The Influence of the Mode II Fracture Energy on the Behaviour of Composite Plate Reinforced Concrete},
  author    = {E.B. Pires, J. Alfaiate, J. R. Almeida, J. Vinagre, P. Neto},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - The Influence of the Mode II Fracture Energy on the Behaviour of Composite Plate Reinforced Concrete
AU  - E.B. Pires
AU  - J. Alfaiate
AU  - J. R. Almeida
AU  - J. Vinagre
AU  - P. Neto
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/The_Influence_of_the_Mode_II_Fracture_Energy_on_the_Behaviour_of_Composite_Plate.pdf
AB  - In this paper, the finite element method is used to analyse the behaviour of concrete externally strengthened by sheets of carbon fibre reinforced polymer (CFRP). The bond between concrete and CFRP is modelled by a discrete approach using interface elements. The mechanisms involved in the behaviour of externally reinforced concrete specimens are complex, the global strength of the specimen being governed by the strength of each individual material as well as by the adhesion properties conferred by the epoxy. It is observed in experiments that, in most cases, failure occurs due to the loss of cohesion of a portion or…
ER  -