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Table 2 Empirical bond–slip models.

From: Development of Mapping Function to Estimate Bond–Slip and Bond Strength of RC Beams Using Genetic Programming

Researcher

Equation

Rehm (1961)

\(\tau = f_{{\text{c,cub}}} \left( {\varphi s^{\alpha } \pm \psi s} \right)\)

Nilson (1968)

\(\tau = 998.4s - 58,400s^{2} + 852,200s^{3}\)

Martin (1973)

\(\tau = \tau_{0} + as^{b}\)

Mirza and Houde (1979)

\(\tau = 539.8s - 25,610s^{2} + 592,200s^{3} - 5,574,000s^{4}\)

Eligehausen et al. (1982)

\(\tau = \tau_{max} \left( {\frac{s}{{s_{1} }}} \right)^{\alpha }\), where \(0 \le s \le s_{1}\)

Comité Euro-International du Béton (1993)

\(\tau = \tau_{max} ,\) when \(s_{1} < s \le s_{2}\)

\(\tau = \tau_{max} - \left( {\tau_{max} - \tau_{f} } \right)\frac{{s - s_{2} }}{{s_{3} - s_{2} }}\), when \(s_{2} < s \le s_{3}\)

\(\tau = \tau_{{\text{f}}}\), when \(s_{3} < s\)

Wu and Zhao (2013)

\(\tau = \frac{{\tau_{{{\text{max}}}} }}{{\left[ {e^{{ - B\,\,{\text{ln}}\left( {B/D} \right)/\left( {B - D} \right)}} - e^{{ - D\,\,{\text{ln}}\left( {B/D} \right)/\left( {B - D} \right)}} } \right]}}\left( {e^{Bs} - e^{Ds} } \right)\),

where \(B = \frac{{0.0254 + K_{t} }}{{ - 0.0232 - 8.34K_{t} }}\), \(D = 3{\text{ln}}\left( {\frac{0.7315 + K}{{5.176 + 0.3333K}} - 0.13} \right) - 3.375\) and \(K = K_{{{\text{co}}}} + 7K_{t}\)

  1. *\(K_{{{\text{co}}}} = \frac{c}{{d_{{\text{b}}} }}\), \(K_{{\text{t}}} = \frac{{A_{{{\text{st}}}} }}{{nS_{{{\text{st}}}} d_{{\text{b}}} }}\), \(a\): experimental constant, \(b\): experimental constant, \(f_{{\text{c,cub}}}\): compressive strength of cubic concrete (MPa), \(s\): slip of rebar (mm), \(s_{1}\): initial slip in bond–slip model related to peak stress (mm), \(s_{2}\): end slip in bond–slip model related to peak stress (mm), \(s_{3}\): slip in bond–slip model related to residual stress (mm), \(s_{4}\): slip at 0 bond stress (mm), \(\alpha\): theoretical or experimental constant (MPa), \(\tau\): bond stress (MPa), \(\tau_{0}\): adhesive bond stress (MPa), \(\tau_{f}\): residual bond stress (MPa), \(\varphi\): theoretical or experimental constant, \(\psi\): theoretical or experimental constant.