Fracture Behavior and Failure Analysis of Self Compacted Concrete Deep Beams Reinforced By CFRP Bars

Khaled Heiza (2016). "Fracture Behavior and Failure Analysis of Self Compacted Concrete Deep Beams Reinforced By CFRP Bars." In Proceedings of FraMCoS 9, Berkeley, California, USA.

Khaled Heiza. "Fracture Behavior and Failure Analysis of Self Compacted Concrete Deep Beams Reinforced By CFRP Bars." Paper presented at FraMCoS 9, Berkeley, California, USA, 2016.

Khaled Heiza, "Fracture Behavior and Failure Analysis of Self Compacted Concrete Deep Beams Reinforced By CFRP Bars," in Proc. FraMCoS 9, Berkeley, California, USA, 2016.

@inproceedings{khaled-heiza2016,
  title     = {Fracture Behavior and Failure Analysis of Self Compacted Concrete Deep Beams Reinforced By CFRP Bars},
  author    = {Khaled Heiza},
  year      = {2016},
  booktitle = {Proceedings of FraMCoS 9},
  address   = {Berkeley, California, USA},
}

TY  - CPAPER
TI  - Fracture Behavior and Failure Analysis of Self Compacted Concrete Deep Beams Reinforced By CFRP Bars
AU  - Khaled Heiza
PY  - 2016
T2  - Proceedings of FraMCoS 9
CY  - Berkeley, California, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Fracture_Behavior_and_Failure_Analysis_of_Self_Compacted_Concrete_Deep_Beams_Rei.pdf
AB  - The behavior of deep beams is significantly different from shallow beams, the reinforced concrete plane section does not remain plane after deformation. The utilization of fiber reinforced polymer, (FRP) and self-compacted concrete in the construction fields has received a special attention world wide during the last decade. An experimental program was carried out to investigate the fracture behavior and failure analysis of self compacted concrete deep beams reinforced by CFRP or steel bars. The experimental program consists of five self-compacting reinforced concrete deep beam models that have a constant cross section of 100 mm×500 mm and of a total length…
ER  -