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Table 11 Defining parameters of the bond stress–slippage relationship

From: Realistic Evaluation of Reinforcement Bond Strength in Alkali-Activated Slag Concrete Exposed to Elevated Temperature

Parameters

CEB-FIP

Maree 2014

\(S_{1} \left( {{\text{mm}}} \right)\)

0.60

\(0.11 \times {\text{e}}^{0.054\emptyset }\)

\(S_{2} \left( {{\text{mm}}} \right)\)

0.60

25

\(S_{3} \left( {{\text{mm}}} \right)\)

1.00

1.00

\(\alpha\)

0.40

0.40

\(\tau_{{{\text{max}}}} \left( {{\text{MPa}}} \right)\)

\(2 \sqrt {f^{\prime}_{c} }\)

\(10.4 \times \emptyset^{ - 0.35} \sqrt {f^{\prime}_{c} }\)

\(\tau_{f} \left( {{\text{MPa}}} \right)\)

\(0.15 \tau_{{{\text{max}}}}\)

\(0.15 \tau_{{{\text{max}}}}\)

  1. *\(\emptyset\) = rebar diameter (mm)
  2. **\(f^{\prime}_{c}\) = concrete compressive strength (MPa)