Evaluation of Bond Behavior at the Interface Between Two Different Concretes

S. Kono, S. Tsuruda, T. Kaku (1998). "Evaluation of Bond Behavior at the Interface Between Two Different Concretes." In Proceedings of FraMCoS 3, Gifu, Japan.

S. Kono, S. Tsuruda, T. Kaku. "Evaluation of Bond Behavior at the Interface Between Two Different Concretes." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

S. Kono, S. Tsuruda, T. Kaku, "Evaluation of Bond Behavior at the Interface Between Two Different Concretes," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{s-kono1998,
  title     = {Evaluation of Bond Behavior at the Interface Between Two Different Concretes},
  author    = {S. Kono, S. Tsuruda, T. Kaku},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Evaluation of Bond Behavior at the Interface Between Two Different Concretes
AU  - S. Kono
AU  - S. Tsuruda
AU  - T. Kaku
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Evaluation_of_Bond_Behavior_at_the_Interface_Between_Two_Different_Concretes.pdf
AB  - Bond performance of a deformed steel bar lying at the interface between old and new concretes was examined using both experimental and numeri- cal procedures. In the experimental study, fifty-seven Schmidt-Thro type specimens were tested to study the influence of concrete strength (30 MPa - 100 MPa) and interface conditions on the side split type bond behavior. In a numerical study, specimens were modeled using a smeared crack model and the fracture process simulated. Maximum bond stresses close to the experimental results were predicted for different specimens except for mono- . lithic specimens with concrete strengths higher than 70 MPa.
ER  -