length Fatigue tests and design of CFRP-strengthened CHS gap K-joints

被引:23
|
作者
Tong, Lewei [1 ,2 ]
Xu, Guowen [1 ,3 ]
Zhao, Xiao-Ling [4 ]
Yan, Yang [5 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Zhejiang Coll, Dept Civil Engn, Jiaxing 314051, Peoples R China
[3] China Construct Eighth Engn Div Co Ltd, Shanghai 200112, Peoples R China
[4] UNSW Sydney, Dept Civil & Environm Engn, Sydney, NSW 2052, Australia
[5] China Railway Shanghai Design Inst Grp Co Ltd, Shanghai 200070, Peoples R China
基金
国家重点研发计划;
关键词
Carbon fibre-reinforced polymer; CFRP strengthening; Circular hollow section gap K-joint; Fatigue test; S-N curve; CRACKED STEEL BEAMS; GUSSET JOINT; T-JOINTS; BEHAVIOR; CONNECTIONS;
D O I
10.1016/j.tws.2021.107694
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an experimental study on the fatigue behaviour of circular hollow section (CHS) gap K-joints strengthened by carbon fibre-reinforced polymer (CFRP) sheets (CFRP-CHS K-joint). Eight CFRP-CHS K-joints and three reference un-strengthened CHS gap K-joints were tested under cyclic axial loading. Fatigue failure modes of the CFRP-strengthened and un-strengthened joints were determined and compared. Fatigue lives in three fatigue failure criteria were recorded: crack-initiation fatigue N-2, through-thickness fatigue N-3, and end-of-test fatigue N-4. The comparisons indicate that CFRP-CHS K-joints have a longer fatigue life than un-strengthened joints in the same nominal stress range, regardless of fatigue failure criteria (N-2, N-3, or N-4). The increase in N-3 was approximately 138%, on average. No significant difference in fatigue data in terms of hot spot stress range was found between the CFRP-strengthened and un-strengthened joints. Based on the experimental fatigue data, a modified S-r,S-hs-N curve based on the CIDECT recommended curve was proposed for CFRP-CHS K-joints.
引用
收藏
页数:16
相关论文
共 50 条
  • [41] Fatigue behavior of CFRP-strengthened inclined welded steel plates with initial cracks
    Hu, Lili
    Ding, Xinyu
    Li, Lingzhen
    Chen, Man-Tai
    Zhang, Yaolin
    THIN-WALLED STRUCTURES, 2025, 209
  • [42] Fatigue Test of CFRP-strengthened Urib Butt Weld in Steel Bridge Decks
    Lü Z.
    Jiang X.
    Yang Y.
    Qiang X.
    Zhang G.
    Tongji Daxue Xuebao/Journal of Tongji University, 2023, 51 (08): : 1220 - 1230
  • [43] Experimental Study on seismic behavior of CFRP-strengthened RC beam-colum joints
    He, Shan
    He, Junxue
    Guo, Qing
    Wu, Xukang
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4, 2013, 405-408 : 668 - 671
  • [44] STATIC AND FATIGUE BEHAVIOR OF CFRP-STRENGTHENED RC BRIDGE GIRDERS SUBJECTED TO VEHICLE OVERLOADING
    Sun, Xiao-Yan
    Dai, Jian-Guo
    Wang, Hai-Long
    Xu, Chong
    ADVANCED STEEL CONSTRUCTION, 2015, 11 (03): : 359 - 371
  • [45] Deformation Performance of CFRP-Strengthened Corroded Reinforced Concrete Beams after Fatigue Loading
    Zhang, Zhimei
    Li, Tao
    APPLIED SCIENCES-BASEL, 2023, 13 (10):
  • [46] Fatigue design of CFRP strengthened steel members
    Hu, Lili
    Feng, Peng
    Zhao, Xiao-Ling
    THIN-WALLED STRUCTURES, 2017, 119 : 482 - 498
  • [47] An evaluation method for the hygrothermal effect on fatigue crack propagation in CFRP-strengthened RC beam
    Li, Dongyang
    Qin, Guang
    Su, Jiaying
    Xue, Minglang
    Chen, Zhanbiao
    Li, Wen
    Lin, Jiaxiang
    Huang, Peiyan
    ENGINEERING FRACTURE MECHANICS, 2025, 314
  • [48] Ultimate Strength of K-joints in Lattice Structures Composed of Circular Hollow Sections (CHS)
    Đuričić, Đorđe
    Marković, Zlatko
    Janković, Milena
    Lučić, Duško
    ce/papers, 2021, 4 (2-4) : 2508 - 2516
  • [49] Finite Element Analysis for Unstiffened Overlapped CHS K-joints Welded in Different ways
    Wang, Xiu-li
    Peng-Chen
    Yang, Wen-wei
    TRENDS IN CIVIL ENGINEERING, PTS 1-4, 2012, 446-449 : 533 - 536
  • [50] Numerical Modeling and Design of CFRP-Strengthened Short Steel Tubular Columns in Fire
    Imran, Mohamed
    Mahendran, Mahen
    JOURNAL OF STRUCTURAL ENGINEERING, 2021, 147 (04)