RESEARCH FOR BOND STRESS-RELATIVE SLIP RELATIONSHIP

부착응력-상대슬립 관계에 대한 연구

  • 고원준 (성균관대학교 토목공학과) ;
  • 김진호 (성균관대학교 토목공학과) ;
  • 서봉원 (성균관대학교 토목공학과) ;
  • 박선규 (성균관대학교 토목공학과)
  • Published : 2002.05.01

Abstract

This paper deals with the estimation of the bond stress based on experimental data that were tensed by axial force on both sides. It is certificated that the concrete stress condition clearly affects the bond-slip relationship. The proposed method utilizes the conventional bond-slip theories as well as the characteristics of deformed reinforcement and concrete cross-sectional area. An analytical equation for the estimation of the bond stress is formulated as the function of non-dimensional factors (e.g. bond stress, relative slip, etc.). The validity, accuracy and efficiency of the proposed method are established by comparing the analytical results with the experimental data of Ikki (1996, 1999) and the representative bond stress equations of Shima (1987). The analytical results presented in this paper indicate that the proposed method can be effectively estimated the bond stress-relative slip relationship.

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