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

被引:4
|
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 50 条
  • [1] STUDY ON MECHANICAL BEHAVIOR OF A NOVEL MODULAR STEEL STRUCTURE PLUG-IN CONNECTION
    Xu L.-H.
    Yang X.-L.
    Zhang G.
    Gongcheng Lixue/Engineering Mechanics, 2024, 41 (01): : 30 - 38
  • [2] Experimental study of an innovative modular steel building connection
    Chen, Zhihua
    Liu, Jiadi
    Yu, Yujie
    Zhou, Chenhua
    Yan, Rengjing
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 139 : 69 - 82
  • [3] Experimental evaluation on seismic performance of a novel plug-in modular steel structure connection system
    Zhang, Ge
    Xu, Long-He
    Li, Zhong-Xian
    ENGINEERING STRUCTURES, 2022, 273
  • [4] Evaluation of the Structural Performance of a Novel Methodology for Connecting Modular Units Using Straight and Cross-Shaped Connector Plates in Modular Buildings
    Lee, Sang-Sup
    Park, Keum-Sung
    Jung, Ju-Seong
    Lee, Kang-Seok
    APPLIED SCIENCES-BASEL, 2020, 10 (22): : 1 - 18
  • [5] Study on the influencing factors of mechanical performance of an innovative modular steel connection with installed bolts in the columns
    Xia J.
    Zhang S.
    Wang Y.
    Wang X.
    Zhongguo Kuangye Daxue Xuebao/Journal of China University of Mining and Technology, 2023, 52 (05): : 918 - 930
  • [6] Numerical study on performance assessment of an innovative boltless connection for modular building construction
    Srisangeerthanan, Sriskanthan
    Hashemi, M. Javad
    Rajeev, Pathmanathan
    Gad, Emad
    Fernando, Saman
    THIN-WALLED STRUCTURES, 2023, 185
  • [7] The flexural mechanical response of a novel plug-in self-locking inter-module connection for modular steel buildings
    Yang, Nianxu
    Xia, Junwu
    Chang, Hongfei
    Zhang, Lihai
    ENGINEERING STRUCTURES, 2024, 308
  • [8] Compression performance of cross-shaped column of modular wall light steel concrete composite frame structure
    Qiao, Wen-Tao
    Zhang, Xiang
    Yang, Zhi
    Liu, Shao-jie
    Yan, Bing
    ENGINEERING STRUCTURES, 2025, 323
  • [9] Mechanical properties of plug-in perfobond strip connector in ultra-high-performance concrete
    Liu, Lei
    Zhou, Meilin
    Su, Han
    Lu, Wenliang
    Zhang, Long
    STRUCTURES, 2025, 72
  • [10] A novel plug-in self-locking inter-module connection for modular steel buildings
    Yang, Nianxu
    Xia, Junwu
    Chang, Hongfei
    Zhang, Lihai
    Yang, Han
    THIN-WALLED STRUCTURES, 2023, 187