Local Bond Stress-Slip Law and Size Effect in High-Bond Bars

D. Coronelli, P. Bamonte, P.G. Gambarova (2004). "Local Bond Stress-Slip Law and Size Effect in High-Bond Bars." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

D. Coronelli, P. Bamonte, P.G. Gambarova. "Local Bond Stress-Slip Law and Size Effect in High-Bond Bars." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

D. Coronelli, P. Bamonte, P.G. Gambarova, "Local Bond Stress-Slip Law and Size Effect in High-Bond Bars," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{d-coronelli2004,
  title     = {Local Bond Stress-Slip Law and Size Effect in High-Bond Bars},
  author    = {D. Coronelli, P. Bamonte, P.G. Gambarova},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Local Bond Stress-Slip Law and Size Effect in High-Bond Bars
AU  - D. Coronelli
AU  - P. Bamonte
AU  - P.G. Gambarova
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Local_Bond_Stress-Slip_Law_and_Size_Effect_in_High-Bond_Bars.pdf
AB  - The local bond-stress/slip law is worked out taking into account size effect, which appears in the formulation of the maximum bond stress, through the bar diameter. To this purpose, a number of pull- out and push-in tests on short deformed bars, embedded in concrete cylinders, were performed and their results turned out to be in very good agreement with Baå ant’s size-effect law, both in normal-strength and high-performance concrete. All 50 specimens were highly-confined by means of steel jackets, to prevent or control cover splitting, and to check to what extent passive confinement affects bond capacity. The proposed local bond…
ER  -