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JIANG De-wen, QIU Hong-xing. BOND-SLIP BASIC CONSTITUTIVE RELATION MODEL BETWEEN REBAR AND CONCRETE UNDER REPEATED LOADING[J]. Engineering Mechanics, 2012, 29(5): 93-100.
Citation: JIANG De-wen, QIU Hong-xing. BOND-SLIP BASIC CONSTITUTIVE RELATION MODEL BETWEEN REBAR AND CONCRETE UNDER REPEATED LOADING[J]. Engineering Mechanics, 2012, 29(5): 93-100.
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BOND-SLIP BASIC CONSTITUTIVE RELATION MODEL BETWEEN REBAR AND CONCRETE UNDER REPEATED LOADING

  • 1.

    College of Civil Engineering, Huaihai Institute of Technology, Lianyungang 222005, China;

  • 2.

    College of Civil Engineering, Southeast University, Nanjing 210096, China

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  • Corresponding author:

    蒋德稳

  • Received Date: May 08, 2012
  • Revised Date: May 08, 2012
    Graphical Abstract
    • Abstract
  • The bond-slip basic constitutive relation model is one of basic relations for structural fatigue computation and finite element analysis. Thusly the thorough study on the rebar slip, bond-slip fundamental relation and bond stress shape function and bond safe fatigue criterion is presented by 23 pull-out experiments. The formulas for slip and residual slip are derived from the present test data. According to the bond-slip development rules, the bond stress-slip relation after repeated loading was put forward as a function of residual slip, stress level, and the number of load cycles. Shape functions of bond stress are fitted by the rebar stress data. Finally, based on a safe fatigue criterion (i.e., the condition of bond fatigue damage is that slippage under repeated loading reach the maximum slippage under monotonic loading), the fatigue life equation is deduced theoretically. The research shows that the bond strength and the slip at peak bond stress are not influenced much by repeated loadings if bond fatigue does not occur. The results of the present study are expected to be useful for theoretical analysis of a crack width, anchorage length, stiffness, and plastic hinge rotation problems.
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    • References (18)
  • [1]
    Morita S, Kaku T. Local bond stress-slip relationship under repeated loading [C]. Proceeding, IABSE Symposium: Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads. Lisbon, 1979: 221-227.
    [2]
    Edwards A D, Yannopoulos P J. Local bond-stress-slip relationships under repeated loading [J]. Magazine of Concrete Research, 1978, 30(103): 62-72.  
    [3]
    Yankelevsky D Z, Adin M A, Farhey D N. Mathematical model for bond-slip behavior under cyclic loading [J]. ACI Structure Journal, 1992, 89(6): 692-698.
    [4]
    Jimenez R, White R N, Gergely P. Bond and Dowel capacities of reinforced concrete [J]. ACI Journal, 1979, 76(1): 73-92.
    [5]
    Kemp E L, Wilhelm W J. Investigation of the parameters influencing bond cracking [J]. ACI Journal, 1979, 76(1): 47-72.
    [6]
    Balazs B L. Fatigue of bond [J]. ACI Material Journal, 1991, 88(6): 620-629.
    [7]
    Byung Hwan Oh, Se Hoon Kim. Realistic models for local bond stress-slip of reinforced concrete under repeated loading [J]. Journal of Structural Engineering, 2007, 133(2): 216-224.  
    [8]
    Byung Hwan Oh, Se Hoon Kim. Advanced crack width analysis of reinforced concrete beams under repeated loads [J]. Journal of Structural Engineering, 2007, 133(3): 411-420.  
    [9]
    Haraji M H. Development/splice strength of reinforcing bars embedded in plain and fiber reinforced concrete [J]. ACI Structural Journal, 1994, 94(5): 511-520.
    [10]
    Charles K Kankam. Relationships of bond stress, steel stress and slip in reinforced concrete [J]. Journal of Structural Engineering, 1997, 123(1): 79-85.  
    [11]
    徐有邻, 沈文都, 汪洪. 钢筋混凝土粘结锚固性能的试验研究[J]. 建筑结构学报, 1994, 15(3): 26-36. Xu Youlin, Shen Wendu, Wang Hong. An experimental study of bond-anchorage properties of bars in concrete[J]. Journal of Building Structures, 1994, 15(3): 26-36. (in Chinese)
    [12]
    徐有邻. 钢筋与混凝土粘结锚固的分析研究[J]. 建筑科学, 1992(4): 18-30. Xu Youlin. Analytical study on bond-anchorage between bar and concrete [J]. Building Science, 1992(4): 18-30. (in Chinese)
    [13]
    Alsiwat Jaber M, Saatcioglu Murat. Reinforcement anchorage slip under monotonic loading [J]. Journal of Structural Engineering, 1992, 118(9): 2421-2437.  
    [14]
    Russo G, Pauletta M. A simple method for evaluating the maximum slip of anchorages [J]. Materials and Structures, 2006, 39(5): 533-546.
    [15]
    粘结锚固专题研究组. 钢筋混凝土锚固的研究及设计建议[J]. 建筑结构, 1986(4): 2-12. Bond Anchorage Researcher Team. Study and design recommend on bond-anchorage between bar and concrete[J]. Building Structure, 1986(4): 2-12. (in Chinese)
    [16]
    Rehm G, Eligehausen R. Bond of ribbed bars under high cycle repeated loads [J]. ACI Journal, 1979, 76(2): 297- 309.
    [17]
    Balazs G L. Cracking analysis based on slip and bond stress [J]. ACI Material Journal, 1993, 90(37): 340-348.
    [18]
    Teng Zhimeng. The experimental research and analysis on the local bond stress-slip relationship of RC inter [C]. Symposium on Fundamental Theory of RC and PC, Nanjing, China, 1986: 1075-1081.
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