Transfer model of transverse shear in bolted side-plated reinforced concrete beams

被引：0
|
作者：
机构：
[1] Li, Ling-Zhi
[2] Jiang, Chang-Jiu
[3] Lu, Zhou-Dao
[4] Su, Ray Kai-Leung
来源：
Li, Ling-Zhi (lilingzhi@tongji.edu.cn) | 1600年 / Hunan University卷 / 43期
基金：
中国国家自然科学基金;
关键词：
Plates (structural components) - Concrete beams and girders - Bolts - Piecewise linear techniques - Stiffness;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
To study the influence of the interfacial transverse slip between concrete and the steel plates of bolted side-plated (BSP) RC beams on the structural performance, a simplified piecewise linear model for estimating the transverse slip and transverse shear transfer was proposed in analogy of the transverse shear transfer with the Winkler's model of elastic foundation, combined with previous experimental numerical studies. Thus, the functional calculation method for transverse slip and transverse shear transfer was obtained from the flexural stiffness of the RC beam and steel plates, and the shear stiffness of the bolt connection. The simplified theoretical model was also validated by test results, and it can be used for strengthening design of BSP beams. © 2016, Editorial Department of Journal of Hunan University. All right reserved.
引用
收藏
相关论文
共 50 条
  • [41] SHEAR TRANSFER MODEL FOR REINFORCED-CONCRETE
    FARDIS, MN
    BUYUKOZTURK, O
    JOURNAL OF THE ENGINEERING MECHANICS DIVISION-ASCE, 1979, 105 (02): : 255 - 275
  • [42] Component model for shear transfer in reinforced concrete
    Lin, Feng
    Lu, Haixia
    Dong, Yu
    MAGAZINE OF CONCRETE RESEARCH, 2016, 68 (15) : 755 - 767
  • [43] Shear strength of FRP-Reinforced concrete beams without transverse reinforcement
    El-Sayed, Ahmed K.
    El-Salakawy, Ehab F.
    Benmokrane, Brahim
    ACI STRUCTURAL JOURNAL, 2006, 103 (02) : 235 - 243
  • [44] Shear strength of reinforced concrete T-beams without transverse reinforcement
    Tureyen, A. Koray
    Wolf, Tyler S.
    Frosch, Robert J.
    ACI STRUCTURAL JOURNAL, 2006, 103 (05) : 656 - 663
  • [45] Shear Behavior of Reinforced Concrete Beams without Transverse Reinforcement Based on Critical Shear Displacement
    Yang, Yuguang
    Walraven, Joost
    den Uijl, Joop
    JOURNAL OF STRUCTURAL ENGINEERING, 2017, 143 (01)
  • [46] Force transfer mechanism in RC beams strengthened in shear by means of steel plated concrete
    Wang, Jia-Ji
    Tao, Mu-Xuan
    Zho, Meng
    Nie, Xin
    ENGINEERING STRUCTURES, 2018, 171 : 56 - 71
  • [47] Experimental Study of Moderately Reinforced Concrete Beams Strengthened with Bolted-Side Steel Plates
    Li, L. Z.
    Lo, S. H.
    Su, R. K. L.
    ADVANCES IN STRUCTURAL ENGINEERING, 2013, 16 (03) : 499 - 516
  • [48] Evaluation of the shear transfer mechanisms in reinforced concrete beams using photogrammetry
    Valenca, Jonatas
    Carmo, Ricardo N. F.
    STRUCTURAL CONCRETE, 2020, 21 (01) : 333 - 348
  • [49] Shear strength model for reinforced concrete beams with web reinforcement
    Wei, Wei-wei
    Gong, Jin-xin
    Che, Yi
    MAGAZINE OF CONCRETE RESEARCH, 2011, 63 (06) : 423 - 431
  • [50] Shear analysis of reinforced concrete beams using the lattice model
    Choi, Ik Chang
    Niwa, Junichiro
    Transactions of the Japan Concrete Institute, 1994, 16 : 417 - 424
12345