预制装配式多键群剪力键力学行为试验研究
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TU398.9;TU317.1

基金项目:

国家自然科学基金(51308571);重庆市自然科学基金(cstc2018jcyjAX0509)


Experimental study on mechanical behavior of prefabricated multi group shear key
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    摘要:

    为研究预制装配式群钉连接件键群数量对剪力键受力特性的影响,开展了单键群及双键群装配式群钉剪力键推出加载试验,对比研究单键群和双键群试件的荷载滑移曲线、破坏形态及抗剪承载力,并结合三键群及四键群试件数值模拟,研究多键群下的装配式剪力键承载力折减效应。研究表明:单键群和双键群剪力键的破坏模式均为栓钉剪断,单键群试件的裂缝数量少于双键群试件;键群间受力不均匀现象随荷载增大逐渐显著,沿高度方向的滑移呈现出下方大上方小的分布规律,界面最小滑移约为最大滑移的67%,呈现出明显的不均匀性;承载力折减效应随着键群数量的增多而增加,双、三、四键群试件相对于单键群试件的折减分别为0.84、0.80、0.72;基于能量法分析了多键群间由于受力不均匀产生的多键群承载力折减效应,提出了多键群装配式剪力键承载力折减系数计算式,该表达式计算结果与有限元计算结果吻合较好。

    Abstract:

    In order to find out the influence of the number of key groups of precast-assembled nail group connector on the mechanical properties of shear keys, the push-out loading tests of single key group and double key group are carried out. The load-slip curve, failure form and shear capacity of the group specimens, combined with the numerical simulation of the three-bond group and four-bond group specimens, are used to study the bearing capacity reduction effect of the assembled shear key under the multi-bond group. The results show that the failure modes of the single bond group and the double bond group shear bond are both stud shearing, however, the number of cracks of the single bond group specimen is less than that of the double bond group specimen. The force inhomogeneity between bond groups gradually becomes obvious with the increase of load.Meanwhile, it is the fact that the distribution of the slip along the height direction is larger than that of the upper part, and the minimum slip of the interface is about 67% of the maximum, showing obvious inhomogeneity.The reduction effect of bearing capacity increases with the increase of the number of bond groups, and the reduction of double bond group, three bond group and four bond group relative to single bond group are 0.84, 0.80 and 0.72 respectively.Based on the energy method, the bearing capacity reduction effect of multi bond group due to uneven force is analyzed, and a simplified formula of bearing capacity reduction factor is proposed,which is in good agreement with the finite element calculation results.

    参考文献
    [1] 聂建国, 余志武. 钢-混凝土组合梁在我国的研究及应用[J]. 土木工程学报, 1999, 32(2):3-8.NIE J G, YU Z W. Research and practice of composite steel-concrete beams in China[J]. China Civil Engineering Journal, 1999, 32(2):3-8. (in Chinese)
    [2] YANG F, LIU Y Q, JIANG Z B, et al. Shear performance of a novel demountable steel-concrete bolted connector under static push-out tests[J]. Engineering Structures, 2018, 160:133-146.
    [3] BAMAGA S O, TAHIR M M, TAN C S, et al. Push-out tests on three innovative shear connectors for composite cold-formed steel concrete beams[J]. Construction and Building Materials, 2019, 223:288-298.
    [4] 黄彩萍, 张仲先, 郑舟军, 等. 钢混组合结构中剪力钉群的力学性能及破坏机理试验研究[J]. 武汉理工大学学报, 2015, 37(2):100-105.HUANG C P, ZHANG Z X, ZHENG Z J, et al. Force characteristics and failure mechanism experimental study of group-nail in steel-concrete composite structure[J]. Journal of Wuhan University of Technology, 2015, 37(2):100-105. (in Chinese)
    [5] 周绪红, 逯文茹, 狄谨, 等. 钢锚箱栓钉剪力连接件群钉效应及抗剪承载力计算方法[J]. 中国公路学报, 2014, 27(12):33-45.ZHOU X H, LU W R, DI J, et al. Group studs effect and shear strength calculation method for group studs shear connector of steel anchor box[J]. China Journal of Highway and Transport, 2014, 27(12):33-45. (in Chinese)
    [6] 苏庆田, 李雨. 高强度砂浆群钉连接件抗剪承载力试验[J]. 同济大学学报(自然科学版), 2015, 43(5):699-705.SU Q T, LI Y. Shear capacity of grouped stud connector embedded by high strength mortar[J]. Journal of Tongji University (Natural Science), 2015, 43(5):699-705. (in Chinese)
    [7] 苏庆田, 韩旭, 任飞. 多排焊钉推出试验试件力学性能[J]. 同济大学学报(自然科学版), 2014, 42(7):1011-1016.SU Q T, HAN X, REN F. Static behavior of push-out specimen with multi-row stud connectors[J]. Journal of Tongji University (Natural Science), 2014, 42(7):1011-1016. (in Chinese)
    [8] ZHANG J, HU X M, FU W J, et al. Experimental and theoretical study on longitudinal shear behavior of steel-concrete composite beams[J]. Journal of Constructional Steel Research, 2020, 171:106144.
    [9] WANG Y H, YU J, LIU J P, et al. Experimental study on assembled monolithic steel-concrete composite beam in positive moment[J]. Engineering Structures, 2019, 180:494-509.
    [10] SUWAED A S H, KARAVASILIS T L. Demountable steel-concrete composite beam with full-interaction and low degree of shear connection[J]. Journal of Constructional Steel Research, 2020, 171:106152.
    [11] WANG Y H, YU J, LIU J P, et al. Experimental and numerical analysis of steel-block shear connectors in assembled monolithic steel-concrete composite beams[J]. Journal of Bridge Engineering, 2019, 24(5):04019024.
    [12] WANG Y H, YU J, LIU J P, et al. Shear behavior of shear stud groups in precast concrete decks[J]. Engineering Structures, 2019, 187:73-84.
    [13] 项贻强, 郭树海, 邱政, 等. 群钉布置方式对钢-混凝土组合小箱梁受力性能的影响分析[J]. 建筑结构学报, 2017, 38(Sup1):376-383.XIANG Y Q, GUO S H, QIU Z, et al. Influence of group studs layout style on static behavior of steel-concrete composite small box girder models[J]. Journal of Building Structures, 2017, 38(Sup1):376-383. (in Chinese)
    [14] 刘沐宇, 王松, 张强. 港珠澳大桥组合连续箱梁桥剪力钉受力分析[J]. 武汉理工大学学报, 2013, 35(2):118-123.LIU M Y, WANG S, ZHANG Q. Pulling force analysis of shear studs in steel-concrete composite continuous box girder of Hongkong-Zhuhai-Macao bridge[J]. Journal of Wuhan University of Technology, 2013, 35(2):118-123. (in Chinese)
    [15] 刘沐宇, 毛玉东, 邓晓光, 等. 港珠澳大桥组合连续箱梁模型试验研究[J]. 武汉理工大学学报, 2014, 36(9):90-95.LIU M Y, MAO Y D, DENG X G, et al. Model test of continuous composite box girder in Hong Kong-Zhuhai-Macao bridge[J]. Journal of Wuhan University of Technology, 2014, 36(9):90-95. (in Chinese)
    [16] SHIM C S, KIM D W. Design codes on stud shear connectors for new details[C]//International Conference on Composite Construction in Steel and Concrete. 2016:703-711.
    [17] European Committee for Standardization (CEN). Eurocode 4 design of composite steel and concrete structures, Part 1.1:General rules and for buildings[S]. Brussels, 1994
    [18] 普通混凝土力学性能试验方法标准:GB/T 50081-2002[S]. 北京:中国建筑工业出版社, 2003.Standard for test method of mechanical properties on ordinary concrete:GB/T 50081-2002[S]. Beijing:China Architecture & Building Press, 2003. (in Chinese)
    [19] 混凝土结构设计规范:GB 50010-2010[S]. 北京:中国建筑工业出版社, 2011. Code for design of concrete structures:GB 50010-2010[S]. Beijing:China Architecture & Building Press, 2011. (in Chinese)
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石璐,范亮.预制装配式多键群剪力键力学行为试验研究[J].土木与环境工程学报(中英文),2022,44(4):105-112. SHI Lu, FAN Liang. Experimental study on mechanical behavior of prefabricated multi group shear key[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2022,44(4):105-112.10.11835/j. issn.2096-6717.2020.194

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  • 收稿日期:2020-08-05
  • 在线发布日期: 2022-05-06
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