Shear Strength of ASR-Deteriorated RC Members and Shear Reinforcing Effect of Repair by Adding Rebar

K. Kobayashi, K. Rokugo, T. Fukushima (2013). "Shear Strength of ASR-Deteriorated RC Members and Shear Reinforcing Effect of Repair by Adding Rebar." In Proceedings of FraMCoS 8, Toledo, Spain.

K. Kobayashi, K. Rokugo, T. Fukushima. "Shear Strength of ASR-Deteriorated RC Members and Shear Reinforcing Effect of Repair by Adding Rebar." Paper presented at FraMCoS 8, Toledo, Spain, 2013.

K. Kobayashi, K. Rokugo, T. Fukushima, "Shear Strength of ASR-Deteriorated RC Members and Shear Reinforcing Effect of Repair by Adding Rebar," in Proc. FraMCoS 8, Toledo, Spain, 2013.

@inproceedings{k-kobayashi2013,
  title     = {Shear Strength of ASR-Deteriorated RC Members and Shear Reinforcing Effect of Repair by Adding Rebar},
  author    = {K. Kobayashi, K. Rokugo, T. Fukushima},
  year      = {2013},
  booktitle = {Proceedings of FraMCoS 8},
  address   = {Toledo, Spain},
}

TY  - CPAPER
TI  - Shear Strength of ASR-Deteriorated RC Members and Shear Reinforcing Effect of Repair by Adding Rebar
AU  - K. Kobayashi
AU  - K. Rokugo
AU  - T. Fukushima
PY  - 2013
T2  - Proceedings of FraMCoS 8
CY  - Toledo, Spain
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_Shear_Strength_of_ASR-Deteriorated_RC_Members_and_Shear_Reinforcing_Effect_of_Re.pdf
AB  - This study aims at clarifying the effects of rebar rapture caused by ASR on the mechanical performance of RC members. Rapture of tensile or shear reinforcement was simulated in RC beam specimens, which were subjected to a bending test after deteriorated by ASR. Some of the beams were repaired by adding rebars, and the effects of the repair were investigated. The results showed that the ASR increased the shear strength of the beams with less shear reinforcement, and caused a reduction in bond between the tensile rebar and cover concrete. It was also found out that the repair by adding…
ER  -