Shear strengthening of reinforced concrete beams with High Strength Strain-Hardening Cementitious Composites (HS-SHCC)

C. Wu, C.K.Y. Leung, J. Wei, Y. Chen (2019). "Shear strengthening of reinforced concrete beams with High Strength Strain-Hardening Cementitious Composites (HS-SHCC)." In Proceedings of FraMCoS 10, Bayonne, France.

C. Wu, C.K.Y. Leung, J. Wei, Y. Chen. "Shear strengthening of reinforced concrete beams with High Strength Strain-Hardening Cementitious Composites (HS-SHCC)." Paper presented at FraMCoS 10, Bayonne, France, 2019.

C. Wu, C.K.Y. Leung, J. Wei, Y. Chen, "Shear strengthening of reinforced concrete beams with High Strength Strain-Hardening Cementitious Composites (HS-SHCC)," in Proc. FraMCoS 10, Bayonne, France, 2019.

@inproceedings{c-wu2019,
  title     = {Shear strengthening of reinforced concrete beams with High Strength Strain-Hardening Cementitious Composites (HS-SHCC)},
  author    = {C. Wu, C.K.Y. Leung, J. Wei, Y. Chen},
  year      = {2019},
  booktitle = {Proceedings of FraMCoS 10},
  address   = {Bayonne, France},
}

TY  - CPAPER
TI  - Shear strengthening of reinforced concrete beams with High Strength Strain-Hardening Cementitious Composites (HS-SHCC)
AU  - C. Wu
AU  - C.K.Y. Leung
AU  - J. Wei
AU  - Y. Chen
PY  - 2019
T2  - Proceedings of FraMCoS 10
CY  - Bayonne, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Shear_strengthening_of_reinforced_concrete_beams_with_High_Strength_Strain-Harde.pdf
AB  - Strain-hardening cementitious composites (SHCC) have been considered as a potential material for strengthening of reinforced concrete (RC) structures. Its superior properties include high tensile strength, high ductility with multiple cracking behaviour and excellent durability. In this study, reinforced concrete beams with different shear span-to-depth ratio (1.5:1 and 2.5:1) were cast. Thin layers of high strength SHCC were patched on both sides of the RC beams as a strengthening system. The results show that the shear capacity of strengthened group is significantly increased compared to the control group. Upon ultimate failure, the formation of stable multiple cracking on the strengthening layer…
ER  -