Experimental study on demountable and reusable steel beam-to-column joints with bolted-pinned connections

被引:5
|
作者
Yang, Lu [1 ]
Peng, Lei [1 ]
Ban, Huiyong [2 ]
机构
[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing, Peoples R China
[2] Tsinghua Univ, Dept Civil Engn, Beijing, Peoples R China
基金
北京市自然科学基金; 中国国家自然科学基金;
关键词
Beam -to -column joints; Bolted -pinned connection; Experimental study; Static behaviour; Cyclic behaviour; Demountablity and reusability; COMPOSITE JOINTS; BEHAVIOR; PERFORMANCE; DESIGN;
D O I
10.1016/j.jcsr.2023.108450
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With the aim of reusing assembled steel structures at the end of their service life or after experiencing earthquake damage, a novel demountable and reusable steel beam-to-column joint with bolted-pinned connection has been proposed herein. Its configuration is quite beneficial to the installation and disassembly due to its use of highstrength bolts and pins. The energy-dissipating connection plate (EDCP) is strategically placed in the predetermined energy dissipation area, of which the yield section is wrapped by an external restraining plate, allowing for concentrated damage and deformation of the main structural members within the elastic range under earthquake actions. The EDCP is fabricated from a low-yield-point (LYP) steel material that has excellent ductility and high energy dissipation capacity. To clarify the joint's static and seismic performance, ten joint specimens were designed and prepared, and both monotonic and cyclic loading tests were conducted. The failure mode, load versus displacement response, ductility, and energy dissipation capacity were obtained and analyzed experimentally. Furthermore, the cyclic behaviour of the same tested joints after disassembly and re-assembly were investigated to verify their reusability. The test results indicated that welding stiffening ribs in the unrestrained section of the EDCP can significantly enhance the joint's static loading capacity and seismic performance. Additionally, the damage of all the joints was localized within the EDCP, and no failure was observed in the beam, column components and column seat, which remained within the elastic range based on strain data analysis. It was found that the joint specimens could be disassembled effortlessly and efficiently with nearly no damage to the friction surface and bolt holes within the connection zone. Furthermore, the seismic performance of the re-assembled specimens was essentially identical to that of the original specimens, demonstrating the ability of reuse.
引用
收藏
页数:19
相关论文
共 50 条
  • [41] Cyclic tests on bolted steel and composite double-sided beam-to-column joints
    Dubina, D
    Ciutina, AL
    Stratan, A
    STEEL & COMPOSITE STRUCTURES, 2002, 2 (02) : 147 - 160
  • [42] ANALYTICAL AND EXPERIMENTAL INVESTIGATION OF COLD-FORMED STEEL BEAM-TO-COLUMN BOLTED GUSSET-PLATE JOINTS
    Bucmys, Zilvinas
    Daniunas, Alfonsas
    JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT, 2015, 21 (08) : 1061 - 1069
  • [43] Experimental study on seismic behavior of the joints of prefabricated RC column-steel beam hybrid structure with bolted connections
    Pan Z.
    Zhou Z.
    Li A.
    Zhang Y.
    Zhu Y.
    Song H.
    Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2016, 24 (04): : 813 - 826
  • [44] Study on the progressive collapse behavior of fully bolted RCS beam-to-column connections
    Tang, Hongyuan
    Deng, Xuezhi
    Jia, Yigang
    Xiong, Jingang
    Peng, Chunmei
    ENGINEERING STRUCTURES, 2019, 199
  • [45] Experimental Study on Rotational Behavior of Bolted Glulam Beam-to-column Connections Reinforced Using CFRP Sheets
    Wang, Ming-Qian
    Song, Xiao-Bin
    Gu, Xiang-Lin
    Wu, Ya-Jie
    Luo, Lie
    PROCEEDINGS OF THE 2014 INTERNATIONAL CONFERENCE ON MECHANICS AND CIVIL ENGINEERING, 2014, 7 : 826 - 831
  • [46] Ultimate behaviour of bolted beam-to-column connections in large rotations
    Francavilla, Antonella B.
    Latour, Massimo
    Tan, P.J.
    Rizzano, Gianvittorio
    ce/papers, 2023, 6 (3-4) : 2201 - 2205
  • [47] Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections
    Latour, Massimo
    Piluso, Vincenzo
    Rizzano, Gianvittorio
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2011, 4 (02): : 53 - 64
  • [48] Ultimate behaviour of bolted beam-to-column connections in large rotations
    Francavilla, Antonella B.
    Latour, Massimo
    Tan, P. J.
    Rizzano, Gianvittorio
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2023, 208
  • [49] A FE parametric study of RWS beam-to-column bolted connections with cellular beams
    Tsavdaridis, Konstantinos Daniel
    Papadopoulos, Theodore
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2016, 116 : 92 - 113
  • [50] Cyclic Modeling of Bolted Beam-to-Column Connections: Component Approach
    Latour, M.
    Piluso, V.
    Rizzano, G.
    JOURNAL OF EARTHQUAKE ENGINEERING, 2011, 15 (04) : 537 - 563