Simplified Effective Notch Stress calculation for non-overlapping circular hollow section K-Joints

被引:10
|
作者
Pradana, Mochamad Raditya [1 ]
Qian, Xudong [1 ]
Swaddiwudhipong, Somsak [1 ]
机构
[1] Natl Univ Singapore, Dept Civil & Environm Engn, 1 Engn Dr 2, Singapore 117576, Singapore
关键词
Effective Notch Stress; Structural hot-spot stress; Fatigue assessment; Welded connection; Tubular joint; Extrapolation method; OFFSHORE WIND TURBINE; FATIGUE ASSESSMENT; WELDED-JOINTS; STRENGTH; BEHAVIOR; CONNECTIONS; MECHANICS; BRIDGES; DESIGN; ALLOY;
D O I
10.1016/j.marstruc.2017.04.006
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
This paper presents two simplified procedures for the calculation of the Effective Notch Stress (ENS) on non-overlapping circular hollow section (CHS) K-joints. The proposed procedures aim to alleviate the modeling challenges associated with the traditional ENS calculation on joints with complex geometry, such as the CHS joints. The first procedure is an extension of the recently proposed extrapolation method, similar to the extrapolation in the widely-used Structural Hot-Spot Stress (SHSS) approach. The second procedure provides ENS estimations based on the parametric relationship between the ENS and SHSS. Through an extensive numerical study, this investigation develops parametric equations supporting each procedure, covering practical geometric range for CHS K-joints under balanced brace axial load. Both simplified procedures demonstrate close agreement with the traditional ENS calculation and provide reasonable fatigue life assessments with a substantial number of experimental data, based on the S-N framework. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 16
页数:16
相关论文
共 49 条
  • [1] EXPERIMENTAL STUDIES ON STRESS CONCENTRATION FACTORS FOR PARTIALLY OVERLAPPED CIRCULAR HOLLOW SECTION K-JOINTS
    Lee, C. K.
    Chiew, S. P.
    Lie, S. T.
    Sopha, T.
    Nguyen, T. B. N.
    [J]. ADVANCED STEEL CONSTRUCTION, 2009, 5 (04): : 481 - 499
  • [2] Residual strength of cracked circular hollow section (CHS) tubular K-joints
    Lie, S. T.
    Zhang, B. F.
    Shao, Y. B.
    [J]. PROCEEDINGS OF THE 9TH INTERNATIONAL CONFERENCE ON STEEL, SPACE & COMPOSITE STRUCTURES, 2007, : 461 - +
  • [3] Failure assessment diagrams for circular hollow section X- and K-joints
    Qian, Xudong
    [J]. INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2013, 104 : 43 - 56
  • [4] Comparative study of different strengthening methods for circular hollow section K-joints
    Tong, Lewei
    Wang, Yifei
    Gao, Liang
    Shi, Weizhou
    Gao, Feng
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2024, 217
  • [5] An extrapolation method to determine the effective notch stress in circular hollow section X-joints
    Pradana, M. R.
    Qian, X.
    Swaddiwudhipong, S.
    Shen, W.
    [J]. FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2017, 40 (02) : 160 - 175
  • [6] Critical failure temperature prediction of axially loaded circular hollow section K-joints
    Chen, Cheng
    Chen, Yifan
    Shao, Yongbo
    He, Weidong
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2024, 216
  • [7] Experimental study on circular hollow section (CHS) tubular K-joints at elevated temperature
    He, Shu-Bin
    Shao, Yong-Bo
    Zhang, Hong-Yan
    Yang, Dong-Ping
    Long, Feng-Le
    [J]. ENGINEERING FAILURE ANALYSIS, 2013, 34 : 204 - 216
  • [8] Extension of the fatigue design of hollow section K-joints
    Hrabowski, Jennifer
    Herion, Stefan
    Ummenhofer, Thomas
    Ladendorf, Philipp
    Pijpers, Richard
    [J]. STAHLBAU, 2021, 90 (09) : 681 - 690
  • [9] A REVISIT TO THE EFFECTIVE NOTCH STRESS S-N CURVE FOR WELDED CIRCULAR HOLLOW SECTION JOINTS
    Pradana, Mochamad R.
    Qian, Xudong
    Swaddiwudhipong, Somsak
    [J]. STEEL AND ALUMINIUM STRUCTURES, 2016,
  • [10] Experiment and analysis of circular hollow section gap K-joints with grade HSB 600 steel
    Byong-Jeong Choi
    Young-Suk Oh
    Myung-Jae Lee
    Eun-Taik Lee
    Cheol-Kyu Kang
    [J]. International Journal of Steel Structures, 2012, 12 : 589 - 597