Hardening-Softening Behaviour and Minimum Reinforcement of RC Beams

K. Rokugo, N. Kurihara, T. Ito, W. Koyanagi, Y. Uchida (1995). "Hardening-Softening Behaviour and Minimum Reinforcement of RC Beams." In Proceedings of FraMCoS 2, Zurich, Switzerland.

K. Rokugo, N. Kurihara, T. Ito, W. Koyanagi, Y. Uchida. "Hardening-Softening Behaviour and Minimum Reinforcement of RC Beams." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.

K. Rokugo, N. Kurihara, T. Ito, W. Koyanagi, Y. Uchida, "Hardening-Softening Behaviour and Minimum Reinforcement of RC Beams," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.

@inproceedings{k-rokugo1995,
  title     = {Hardening-Softening Behaviour and Minimum Reinforcement of RC Beams},
  author    = {K. Rokugo, N. Kurihara, T. Ito, W. Koyanagi, Y. Uchida},
  year      = {1995},
  booktitle = {Proceedings of FraMCoS 2},
  address   = {Zurich, Switzerland},
}

TY  - CPAPER
TI  - Hardening-Softening Behaviour and Minimum Reinforcement of RC Beams
AU  - K. Rokugo
AU  - N. Kurihara
AU  - T. Ito
AU  - W. Koyanagi
AU  - Y. Uchida
PY  - 1995
T2  - Proceedings of FraMCoS 2
CY  - Zurich, Switzerland
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Hardening-Softening_Behaviour_and_Minimum_Reinforcement_of_RC_Beams.pdf
AB  - The flexural failure behavior of RC beams made of different kinds of concrete and reinforcing materials is investigated. High strength concrete (HSC), aramid fiber and steel fiber reinforced concrete (AFRC and SFRC) and continuous fiber reinforced plastic (FRP) grid are included in addition to normal strength concrete (NSC) and ordinary steel bars. The favorable failure modes of RC beams are discussed. In the case of beams reinforced with steel bars, the minimum reinforcement ratios were 0.15% for NSC beams, 0.4% for HSC beams and 1.0% for SFRC beams in the range of this study. High performance non-metallic RC beams could…
ER  -