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Article Navigation> JOURNAL OF BEIJING INSTITUTE OF TECHNOLOGY> 2009> 18(2): 152-156
LIANG Bin, MENG Fan-shen, LIU Jun-ling. Research on Bond-Slip Constitutive Relation for Steel Reinforced Concrete Members[J]. JOURNAL OF BEIJING INSTITUTE OF TECHNOLOGY, 2009, 18(2): 152-156.
Citation: LIANG Bin, MENG Fan-shen, LIU Jun-ling. Research on Bond-Slip Constitutive Relation for Steel Reinforced Concrete Members[J].JOURNAL OF BEIJING INSTITUTE OF TECHNOLOGY, 2009, 18(2): 152-156.
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Research on Bond-Slip Constitutive Relation for Steel Reinforced Concrete Members

  • 1.

    College of Architectural Engineering, Henan University of Science and Technology, Luoyang 471003, China

  • 2.

    Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang 471023, China

  • Received Date:2008-10-20
    Abstract
  • The constitutive relation of bond-slip on steel and concrete interface is proposed for short steel reinforced concrete (SRC) column. Based on the experimental research on bond-slip performance, a mechanical model of short SRC column in pulling or pushing test is established. By means of the elasto-plasticity theory the explicit formulation of bond-slip constitutive relation τ-sin different anchor-hold place of push and pull member is investigated under the conditions of balance and boundary. The study shows that the constitutive relation is relevant to the embedment length and the thickness of concrete cover. The results are continuous descriptions of bond-slip constitutive relation and can be used to analyze the non-linear performance of SRC members. Results indicate that the principle of the method is correct and it performs well for short SRC column.
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    • References (10)
  • [1]
    Oliveira R S, Ramalho M A, Corrêa M R S. A layered finite element for reinforced concrete beams with bond-slip effects[J]. Cement and Concrete Composites, 2008,30(3): 245-252.
    [2]
    Surendra P, Li Zongjin, Shao Yixin. Modelling of constitutive relationship of steel fiber-concrete interface[J]. Studies in Applied Mechanics, 1995,42(7): 227-254.
    [3]
    Lu X Z, Teng J G, Ye L P, et al. Bond-slip models for FRP sheets/plates bonded to concrete[J]. Engineering Structures, 2005,27(6): 920-937.
    [4]
    Gaetano M, Marisa P. A refined R.C. beam element including bond-slip relationship for the analysis of continuous beams[J]. Computers and Structures, 1998,69(1): 53-62.
    [5]
    Assa B, Dhanasekar M. A numerical model for the flexural analysis of short reinforced masonry columns including bond-slip. Computers and Structures, 2002,80(7-8):547-558.
    [6]
    Banholzer B, Brameshuber W, Jung W. Analytical simulation of pull-out tests-the direct problem[J]. Cement and Concrete Composites, 2005,27(1):93-101.
    [7]
    Kwak Hyo Gyoung, Kim Sun Pil. Bond-slip behavior under monotonic uniaxial loads[J]. Engineering Structures, 2001,23(3):298-309.
    [8]
    Liang B, Liu J L, Liu Y. Interface slips in steel reinforced concrete beams under elementary loads[J]. Building Science, 2006,22(2):1-5. (in Chinese)
    [9]
    Cho Keunhee, Cho Jeong Rae, Chin Won Jong, et al. Bond-slip model for coarse sand coated interface between FRP and concrete from optimization technique[J]. Computers and Structures, 2006,84(7):439-449.
    [10]
    Yang Yong, Zhao Hongtie, Xue Jianyang, et al. Theoretical analysis on bond-slip constitutive relation on steel and concrete interface in SRC structures[J]. Industrial Construction, 2002, 32(6): 60-63. (in Chinese) (Edited by
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