Fracture Behavior of Reinforced High Strength Concrete Tensile Members

C. Ouyang, E. Wollrab, S.P. Shah (1998). "Fracture Behavior of Reinforced High Strength Concrete Tensile Members." In Proceedings of FraMCoS 3, Gifu, Japan.

C. Ouyang, E. Wollrab, S.P. Shah. "Fracture Behavior of Reinforced High Strength Concrete Tensile Members." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

C. Ouyang, E. Wollrab, S.P. Shah, "Fracture Behavior of Reinforced High Strength Concrete Tensile Members," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{c-ouyang1998,
  title     = {Fracture Behavior of Reinforced High Strength Concrete Tensile Members},
  author    = {C. Ouyang, E. Wollrab, S.P. Shah},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Fracture Behavior of Reinforced High Strength Concrete Tensile Members
AU  - C. Ouyang
AU  - E. Wollrab
AU  - S.P. Shah
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Fracture_Behavior_of_Reinforced_High_Strength_Concrete_Tensile_Members.pdf
AB  - A study was conducted to analyse the fracture behavior of reinforced con- crete tensile members. The main objective was to improve the current understanding of the response of cracked high strength concrete elements based on fracture mechanics considerations. The average contribution of concrete in reinforced elements was experimentally analysed from forced panels subjected to uniaxial tension. The predictivness of a previ- ously proposed fracture energy approach based on non-linear fracture mechanics was examined. A new method is derived to approximate effective compliance for normal and high strength concrete members with multiple cracks. In addition, a simplified R-curve method is proposed…
ER  -