Experimental behaviour of large-size beam-to-column steel joints for the DUNE Neutrino Experiment

被引:4
|
作者
da Silva, L. Simoes [1 ,4 ]
Craveiro, Helder [1 ]
Conde, Jorge [2 ]
Simoes, Rui [1 ]
Martins, Claudio [1 ]
Catinaccio, Andrea [3 ]
Mladenov, Dimitar [3 ]
Lopes, Joao Batista [3 ]
Feito, Diego Alvarez [3 ]
Bault, Christophe [3 ]
机构
[1] Univ Coimbra, Dept Civil Engn, ISISE, ARISE, Coimbra, Portugal
[2] Univ Politecn Madrid, Dept Fis & Estruct Edificac, Madrid, Spain
[3] CERN, Geneva, Switzerland
[4] Univ Coimbra, Civil Engn Dept, P-3030799 Coimbra, Portugal
关键词
Large joints; Experimental; Beam-to-column steel joint; Moment-rotation; Eurocode; 3;
D O I
10.1016/j.tws.2023.110996
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper reports on an experimental investigation on a very large, bolted beam-to-column steel joint that will be extensively used in a new experimental facility for the study of neutrinos (DUNE experiment), hosted by the U.S. Department of Energy's Fermilab. The dimensions of the members (HL 1100 in S460 steel) are uncommonly large at an experimental level and, consequently, the gathered experimental data is of utmost importance for the validation of the component method for large-size steel joints. The steel joint is subjected to static monotonic loading. Relevant instrumentation was used to monitor and assess the moment-rotation characteristics, experimental stiffness, and moment resistance. The experimental results are presented and analysed. Comparisons with design predictions according to EN 1993-1-8 and state-of-the-art FEA, show an excellent agreement, validating the application of the component method for very large joints.
引用
收藏
页数:26
相关论文
共 50 条
  • [31] Constitutive model for rotation behaviour of semi-rigid steel beam-to-column joints
    Liu, Xiao
    Hao, Zhiming
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2022, 198
  • [32] Influence of column web stiffening on the seismic behaviour of beam-to-column joints
    Ciutina, AL
    Dubina, D
    STESSA 2003: BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2003, : 269 - 275
  • [33] EXPERIMENTAL EVALUATION OF THE FULL-RANGE BEHAVIOUR OF STEEL BEAM-TO-COLUMN CONNECTIONS
    Yan, Shen
    Rasmussen, Kim J. R.
    Jiang, Lu-li
    Zhu, Chen
    Zhang, Hao
    ADVANCED STEEL CONSTRUCTION, 2020, 16 (01): : 77 - 84
  • [34] Experimental study of beam-to-column connection with bolted joints
    Koyama, Y.
    Sato, A.
    Idota, H.
    Sato, Y.
    Yagi, S.
    Takaki, S.
    Kamada, M.
    STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, 2019, : 638 - 645
  • [35] Monotonic and hysteretic behaviour of bolted endplate beam-to-column joints
    Zandonini, R
    Bursi, OS
    ADVANCES IN STEEL STRUCTURES, VOLS I & II, PROCEEDINGS, 2002, : 81 - 94
  • [36] Behaviour of RHS beam-to-column bolted steel connections
    dos Santos, Gabriel Barros
    Batista, Eduardo de Miranda
    Mascarenhas de Araujo, Afonso Henrique
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2016, 9 (04): : 296 - 304
  • [37] BEHAVIOUR OF DEMOUNTABLE STEEL AND COMPOSITE BEAM-TO-COLUMN CONNECTIONS
    Wang, J.
    Zhu, H.
    Uy, B.
    Aslani, F.
    STEEL AND ALUMINIUM STRUCTURES, 2016,
  • [38] Experimental research on load-bearing capacity of cast steel joints for beam-to-column
    Han, Qinghua
    Liu, Mingjie
    Lu, Yan
    STRUCTURAL ENGINEERING AND MECHANICS, 2015, 56 (01) : 67 - 83
  • [39] Effects of concrete slabs on the behavior of steel beam-to-column joints: experimental and numerical study
    Valente, M
    Castiglioni, CA
    STESSA 2003: BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2003, : 369 - 377
  • [40] Experimental study of precast beam-to-column joints with steel connectors under cyclic loading
    Rong, Xian
    Yang, Hongwei
    Zhang, Jianxin
    ADVANCES IN STRUCTURAL ENGINEERING, 2020, 23 (13) : 2822 - 2834