To investigate the correlation between local bond splitting behaviors and average ones in reinforced concrete members, local bond stress (τ_b) versus slippage of reinforcement (s) relationship was proposed in the preceding study (Part 1). This study presents the results of analysis performed to investigate the adaptability of the proposed τ_b-s relationship to average bond behaviors. Analyzed bond splitting strengths show a good correlation with experimental values observed in previous studies. Influence of structural factors, such as bond length, Young's modulus of reinforcement, concrete strength, concrete thickness and specimens' scale are also analyzed and discussed in consideration of the experimental results.
