Experimental study on the shear behavior of friction connections with corrosion damage

被引:9
|
作者
Jiang, Chao [1 ]
Xiong, Wen [1 ,2 ]
Cai, C. S.
Zhu, Yanjie [1 ]
Liu, Zhongxiang [1 ]
机构
[1] Southeast Univ, Sch Transportat, Dept Bridge Engn, Nanjing 211189, Peoples R China
[2] Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA
基金
美国国家科学基金会;
关键词
Friction connection; High -strength bolt; Shear behavior; Corrosion; Slip factor; HIGH-STRENGTH BOLTS; CLAMPING FORCE; FATIGUE BEHAVIOR; SLIP FACTOR; STEEL; JOINTS; RELAXATION;
D O I
10.1016/j.jcsr.2022.107449
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Corrosion effects on the shear behavior of friction connections are experimentally investigated in this paper. Based on ultrasonic technique, double lap friction connections were firstly assembled and accurate preloads were applied on high-strength bolts. Electrochemical accelerated corrosion method was employed to achieve four corrosion levels of specimens. Tensile test was then conducted on the corroded specimens and a finite element model was also established to make a comparison with test results. The study shows that net cross-section failure occurred for all the specimens and no obvious reduction of bearing capacity was found for corroded connections within 10% weight loss. Two slippages occurred during loading and finite element analysis shows that the second slip displacement is caused by slippage between washer and bolt head/nut. For friction connections with four corrosion levels, slip factors firstly increased and then gradually decreased with increase of the corrosion degree, and a prediction model of frictional resistance of the friction connection was proposed. Contact analysis of in-terfaces between plates accounts for the distribution of corrosion damage on the inner plates. Load-displacement curves obtained from finite element model agree well with test results. Corrosion effects on the bearing capacity of the friction connections were analyzed as ultimate load increases when slip factor or bolt preload increases.
引用
收藏
页数:14
相关论文
共 50 条
  • [31] Experimental study on shear behavior of π-type crestbond shear connectors
    Li G.
    Wang Z.
    Yang Z.
    Xu W.
    Shi X.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2022, 43 (06): : 75 - 86
  • [32] Experimental study on cyclic behavior of double angle connections
    Chen, Ai-Guo
    Gu, Qiang
    Advances in Structural Engineering:Theory and Applications Vols 1 and 2, 2006, : 1581 - 1586
  • [33] Experimental Analysis on Metal Friction Pairs for Symmetric Friction Connections
    Liu, Hongliang
    Lin, Yuao
    Jia, LiangJiu
    Xiang, Ping
    PROCEEDINGS OF THE 2024 8TH INTERNATIONAL CONFERENCE ON CIVIL ARCHITECTURE AND STRUCTURAL ENGINEERING, ICCASE 2024, 2024, 33 : 467 - 474
  • [34] An experimental and numerical study on the shear performance of friction-type high-strength bolted connections used for CLT-steel hybrid shear walls
    He, Minjuan
    Zhang, Qifei
    Sun, Xiaofeng
    Alhaddad, Wael
    ENGINEERING STRUCTURES, 2024, 306
  • [35] EXPERIMENTAL STUDY OF THE BEHAVIOR OF RUBBERS IN SIMPLE SHEAR
    IVORY, JE
    BALDWIN, FP
    ANTHONY, RL
    PHYSICAL REVIEW, 1955, 98 (05): : 1558 - 1558
  • [36] Experimental and numerical study of undersized shear panel dampers with bolted connections
    Zhao, Huatian
    Shi, Gang
    Li, Shuailing
    Zhang, Naizhou
    Zhuang, Shanxiang
    Zhu, Bin
    ENGINEERING STRUCTURES, 2023, 280
  • [37] An experimental study of the influence of eccentricity on shear lag effects in welded connections
    Orloff, Kenneth L.
    Swanson, James A.
    Rassati, Gian Andrea
    Burns, Thomas M.
    Engineering Journal, 2020, 57 (03): : 179 - 192
  • [38] Experimental study on electric corrosion damage of bearing and solution
    Huan, Jie
    Li, Songhua
    Xia, Zhongxian
    Wang, Yonghua
    Wang, Weinan
    Shi, Guangda
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART C-JOURNAL OF MECHANICAL ENGINEERING SCIENCE, 2022, 236 (19) : 10349 - 10358
  • [39] An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections
    Orloff, Kenneth L.
    Swanson, James A.
    Rassati, Gian Andrea
    Burns, Thomas M.
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 2020, 57 (03): : 179 - 192
  • [40] Experimental Study on Shear Performance of Laminated Bamboo Lumber Nailed Connections
    Chen G.
    Wang Z.
    Wu X.
    Jiang H.
    Ying M.
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2023, 50 (01): : 119 - 127