Fatigue behavior of very high strength (VHS) circular steel tube to plate T-joints under in-plane bending

被引:22
|
作者
Jiao, Hui [1 ]
Mashiri, Fidelis [2 ]
Zhao, Xiao-Ling [3 ]
机构
[1] Univ Tasmania, Sch Engn, Hobart, Tas 7001, Australia
[2] Univ Western Sydney, Sch Engn, Penrith, NSW 1797, Australia
[3] Monash Univ, Dept Civil Engn, Clayton, Vic 3168, Australia
关键词
Very high strength; Fatigue life; T-joints; Hot spot stress; CONNECTIONS; CAPACITY; FAILURE; TENSION; STRESS; DESIGN; TESTS;
D O I
10.1016/j.tws.2013.03.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper investigated the fatigue behavior of very high strength (VHS) steel tubes (t < 2 mm) to steel plate T-joints under cyclic in-plane bending. VHS tubes, with a yield stress of 1350 MPa and an ultimate tensile strength of 1500 MPa, were welded to G350 steel plates using the GTAW welding method. Three different failure modes were observed. Stress concentration factors (SCFs) ranging from 1.2 to 2.2 were obtained through linear extrapolation at the weld toe. The fatigue life of VHS (t < 2 mm) to plate T-joints subject to in-plane bending was determined using the hot spot stress approach with a stress concentration factor SCF=2.0 and the existing fatigue design equation in CIDECT Design guide No. 8. VHS tubes (t < 2 mm) showed better fatigue life than cold formed CHS (2 mm <= t < 4 mm) to plate T-joints when welded to plates and loaded under in-plane bending. A class of 102 was proposed for fatigue design of VHS-plate T-joints under in-plane bending based on the current steel design standards. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:106 / 112
页数:7
相关论文
共 50 条
  • [31] Structural behavior and strength of randomly pitted steel T-joints with circular hollow sections
    Wang, Renhua
    Li, Yizhe
    Ju, Jianjun
    Cheng, Shanshan
    OCEAN ENGINEERING, 2024, 312
  • [32] CORROSION FATIGUE-STRENGTH OF WELDED T-JOINTS FABRICATED FROM TMCP STEEL PLATE
    IWASAKI, T
    TETSU TO HAGANE-JOURNAL OF THE IRON AND STEEL INSTITUTE OF JAPAN, 1986, 72 (12): : 1205 - 1205
  • [33] Fatigue behavior of T-joints: Square chords and circular braces
    Gandhi, P.
    Berge, Stig
    Journal of structural engineering New York, N.Y., 1998, 124 (04): : 399 - 404
  • [34] Fatigue behavior of T-joints: Square chords and circular braces
    Gandhi, P
    Berge, S
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1998, 124 (04): : 399 - 404
  • [35] Behaviour of SHS brace-H-shaped chord T-joints under cyclic in-plane bending
    Gao, Fei
    Guo, Xin-Ze
    Liang, Hong-Jun
    Chen, Wei
    Zhu, Hong-Ping
    Zhao, Xian-Yuan
    THIN-WALLED STRUCTURES, 2019, 134 : 1 - 17
  • [36] Stress concentration factors in tubular T-joints reinforced with external ring under in-plane bending moment
    Nassiraei, Hossein
    Rezadoost, Pooya
    OCEAN ENGINEERING, 2022, 266
  • [37] Punching Shear Based Design of Concrete-Filled CHS T-Joints under In-Plane Bending
    Xu, F.
    Chan, T. M.
    Chen, J.
    PROCEEDINGS OF THE 12TH INTERNATIONAL CONFERENCE ON ADVANCES IN STEEL-CONCRETE COMPOSITE STRUCTURES (ASCCS 2018), 2018, : 573 - 580
  • [38] Stress concentration factors and fatigue behaviour of welded thin-walled CHS-SHS T-joints under in-plane bending
    Mashiri, FR
    Zhao, XL
    Grundy, P
    ENGINEERING STRUCTURES, 2004, 26 (13) : 1861 - 1875
  • [39] Fatigue performance of high strength steel built-up box T-joints
    Chiew, S. P.
    Zhao, M. S.
    Lee, C. K.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2015, 106 : 296 - 310
  • [40] In-Plane Failure Mechanism and Strength Design of Plate-Tube-Connected Circular Steel Arches
    Yuan, Xigui
    Yuan, Bo
    Shi, Minjie
    BUILDINGS, 2023, 13 (04)