Modelling the behavior of i-shape concrete beams reinforced with fibers and prestressed steel and gfrp bars

Bagherinejad Shahrbijri, Kamyar, Barros, Joaquim, Kaklauskas, Gintaris, Valente, Isabel (2023). "Modelling the behavior of i-shape concrete beams reinforced with fibers and prestressed steel and gfrp bars." In Proceedings of FraMCoS 11, Bangalore, India.

Bagherinejad Shahrbijri, Kamyar, Barros, Joaquim, Kaklauskas, Gintaris, Valente, Isabel. "Modelling the behavior of i-shape concrete beams reinforced with fibers and prestressed steel and gfrp bars." Paper presented at FraMCoS 11, Bangalore, India, 2023.

Bagherinejad Shahrbijri, Kamyar, Barros, Joaquim, Kaklauskas, Gintaris, Valente, Isabel, "Modelling the behavior of i-shape concrete beams reinforced with fibers and prestressed steel and gfrp bars," in Proc. FraMCoS 11, Bangalore, India, 2023.

@inproceedings{bagherinejad-shahrbijri2023,
  title     = {Modelling the behavior of i-shape concrete beams reinforced with fibers and prestressed steel and gfrp bars},
  author    = {Bagherinejad Shahrbijri, Kamyar, Barros, Joaquim, Kaklauskas, Gintaris, Valente, Isabel},
  year      = {2023},
  booktitle = {Proceedings of FraMCoS 11},
  address   = {Bangalore, India},
}

TY  - CPAPER
TI  - Modelling the behavior of i-shape concrete beams reinforced with fibers and prestressed steel and gfrp bars
AU  - Bagherinejad Shahrbijri, Kamyar
AU  - Barros, Joaquim
AU  - Kaklauskas, Gintaris
AU  - Valente, Isabel
PY  - 2023
T2  - Proceedings of FraMCoS 11
CY  - Bangalore, India
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Modelling_the_behavior_of_i-shape_concrete_beams_reinforced_with_fibers_and_pres.pdf
AB  - This paper reports the behavior of I-shaped fiber reinforced concrete (FRC) beams flexurally reinforced with prestressed steel and glass fiber reinforced polymer (GFRP) bars. The use of steel fibers aims to enhance the durability of pre-fabricated concrete structures by partially or completely replacing steel stirrups. In addition, GFRP and steel bars/tendons are combined as flexural reinforcement, creating a hybrid reinforcement system. GFRP bars are immune to corrosion and are positioned with minimum concrete cover, while steel reinforcement has adequate concrete cover thickness to minimize its risk to corrosion and ensure the required flexural capacity in a fire occurrence. Nonlinear finite…
ER  -