A Study on Mechanical Performance of an Innovative Modular Steel Building Connection with Cross-Shaped Plug-In Connector

被引:5
作者
Ma, Hongwei [1 ]
Huang, Ziming [1 ]
Song, Xiongbin [2 ]
Ling, Yuhong [1 ,3 ]
机构
[1] South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510641, Peoples R China
[2] Guangzhou Acad Bldg Sci Grp Co Ltd, Guangzhou 510440, Peoples R China
[3] South China Univ Technol, State Key Lab Subtrop Bldg Sci, Guangzhou 510640, Peoples R China
关键词
modular steel building; inter-module connection; cold-formed thin-walled steel structure; mechanical performance; panel zone shear resistance; initial rotational stiffness; SEISMIC BEHAVIOR;
D O I
10.3390/buildings13092382
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Modular steel buildings show high assembly degree and fast installation speed. The inter-module connection (IMC) is one of the key technologies that restrict the robustness of modular steel buildings. An innovative IMC with a cross-shaped plug-in connector is proposed, and the connection consists of end plates of columns, the cross-shaped plug-in connector, bolts, cover plates, and one-side bolts. The proposed IMC is easily constructed, and the cross-shaped plug-in connector can improve the shear resistance of the core area. The mechanical model of the proposed IMC is presented, and the panel zone volume modified factor and initial rotational stiffness modified factor are proposed for calculating the shear capacity of the panel zone and the initial rotational stiffness. Numerical simulation was conducted considering the influences of axial compression ratios, sections of beams and columns, and the thickness of the tenon plate of the connector. The bearing capacity of the proposed IMC was analyzed, and the values of the two factors mentioned above were calculated, and their regression formulas are presented. The results show that the sections of beams and columns and the axial compression ratios show great influences on the bearing capacity of the proposed IMC, while the thickness of the tenon of the cross-shaped plug-in connector shows almost no effect. In addition, the sections of beams and columns show great influences on the shear capacity of the panel zone, as well as the initial rotational stiffness of the proposed IMC, while the thickness of the tenon of the cross-shaped plug-in connector and the axial compression ratios show little effect and almost no effect, respectively. Furthermore, the bending moment limit of the beam end of the proposed IMC is suggested to be 0.6 times the resistance bending moment, and the proposed IMC is considered to be a rigid connection or inclined to a rigid connection The proposed IMC has good mechanical performance, and design recommendations are presented.
引用
收藏
页数:21
相关论文
共 13 条
  • [1] Axial mechanical behavior of innovative inter-module connection for modular steel constructions
    Shi, Feng-Wei
    Ding, Yang
    Zong, Liang
    Meng, Xin
    Chen, Yang
    JOURNAL OF BUILDING ENGINEERING, 2023, 65
  • [2] Seismic behavior and moment transfer capacity of an innovative self-locking inter-module connection for modular steel building
    Chen, Zhihua
    Wang, Jian
    Liu, Jiadi
    Khan, Kashan
    ENGINEERING STRUCTURES, 2021, 245
  • [3] Numerical analysis on seismic performance of corner fitting connection in modular steel building
    Lian, Jun-Yi
    Deng, En-Feng
    He, Jin-Ming
    Cai, Li-Ming
    Gao, Shu-Cai
    Zhou, Ji-Jian
    STRUCTURES, 2021, 33 : 1659 - 1676
  • [4] Experimental study on seismic behavior of a novel plug-in self-lock joint for modular steel construction
    Dai, Xiao-Meng
    Zong, Liang
    Ding, Yang
    Li, Zhong-Xian
    ENGINEERING STRUCTURES, 2019, 181 : 143 - 164
  • [5] Pull-out performance of grouting sleeve connection with short studs shear keys in modular steel building
    Yang, Chao
    Chen, Hao
    Wang, Xiaoguang
    Wang, Qiong
    Zhang, Baiyan
    Ou, Jinping
    JOURNAL OF BUILDING ENGINEERING, 2024, 84
  • [6] Experimental study on seismic behavior of steel reinforced concrete rectangular column with unsymmetrical cross-shaped steel section
    Wu C.
    Deng F.
    Chen K.
    Wang Z.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2022, 43 (11): : 87 - 94
  • [7] Experimental study on shear capacity of SRC joints with different arrangement and sizes of cross-shaped steel in column
    Wang, Qiuwei
    Shi, Qingxuan
    Tian, Hehe
    STEEL AND COMPOSITE STRUCTURES, 2016, 21 (02) : 267 - 287
  • [8] Study on Axial Compression Behavior of Cross-Shaped and L-Shaped Multi-cavity Concrete-Filled Steel Tube Special Shaped Column
    Li, Hongbo
    Tong, Yufei
    Yin, Jianguang
    Zhang, Hubiao
    Yan, Changyu
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2022, 22 (01) : 153 - 175
  • [9] Experimental study and finite element analysis on seismic behavior of solid-web steel reinforced concrete cross-shaped and L-shaped columns
    Liu Z.
    Du Z.
    Xue J.
    Zhou C.
    Ren R.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2019, 40 (04): : 104 - 115
  • [10] Experimental study on seismic behavior of cross-shaped concrete- filled steel tubular columns under diagonal cyclic loading
    Zheng Y.
    Lai P.
    Wang Z.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2020, 41 (10): : 58 - 66