Experimental research and strength prediction of axial tensile behavior of welds for X-joints with CHS braces to SHS chord

被引:0
|
作者
Wang, Wei [1 ,2 ]
Gu, Qing [2 ,3 ]
机构
[1] State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai,200092, China
[2] Department of Structural Engineering, Tongji University, Shanghai,200092, China
[3] Shanghai Electric Power Design Institute Co., Ltd, Shanghai,200025, China
关键词
Effective length - Static tests - Strain distributions - Tubular joints - Welded connections;
D O I
10.14006/j.jzjgxb.2015.03.012
中图分类号
学科分类号
摘要
引用
收藏
页码:98 / 105
相关论文
共 42 条
  • [31] Experimental and Numerical Study of Cold-Formed High-Strength Steel CHS X-Joints
    Lee, Cheol-Ho
    Kim, Seon-Hu
    Chung, Dong-Hyun
    Kim, Dae-Kyung
    Kim, Jin-Won
    JOURNAL OF STRUCTURAL ENGINEERING, 2017, 143 (08)
  • [32] Effects of Out-of-plane Brace-to-chord Angle on Multiplane CHS X-joints Behavior Under Brace Compression
    Zhao, Bida
    Li, Ke
    Liu, Chengqing
    Fang, Dengjia
    Wu, Jianguo
    PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2019, 63 (03): : 823 - 832
  • [33] Strength prediction of steel CHS X-joints via leveraging finite element method and machine learning solutions
    Kim, Seon-Hu
    Song, Xi
    Cho, Chunhee
    Lee, Cheol-Ho
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 176
  • [34] Experimental and numerical research on out-of-plane flexural property of plates reinforced SHS X-joints
    Wang, Chaoyang
    Chen, Yu
    Chen, Xixiang
    Chen, Dongfen
    THIN-WALLED STRUCTURES, 2015, 94 : 466 - 477
  • [35] EXPERIMENTAL STUDY OF HIGH-STRENGTH STEEL CHS X JOINTS SUBJECTED TO AXIAL COMPRESSION
    Lee, Cheol-Ho
    Chung, Dong-Hyun
    Kim, Seon-Hu
    Kim, Dae-Kyung
    Kim, Jin-Won
    STEEL AND ALUMINIUM STRUCTURES, 2016,
  • [36] Experimental and Analytical Study of High-Strength Steel RHS X-Joints under Axial Compression
    Kim, Jeong-Hyun
    Lee, Cheol-Ho
    Kim, Seon-Hu
    Han, Kyu-Hong
    JOURNAL OF STRUCTURAL ENGINEERING, 2019, 145 (12)
  • [37] Elastic axial rigidity formula for multi-planar CHS X-joints and its effect on the behavior of single layer ribbed domes
    Jia, L. J.
    Chen, Y. Y.
    TUBULAR STRUCTURES XIII, 2010, : 85 - 93
  • [38] The influence of chord yield-to-tensile stress ratio on the static strength of unstiffened CHS K-gap joints under static axial loading
    Kaluba, Chisanga
    Tawana, M. M.
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5, 2012, 204-208 : 4702 - 4715
  • [39] Experimental Investigation of Seismic Behavior of Traditional and Eccentric RHS X-Joints Under Brace Axial Cyclic Loading
    Zhong, Shaoqi
    Zhao, Bida
    Liu, Lianglin
    BUILDINGS, 2025, 15 (01)
  • [40] Numerical Study on the Deformation Behavior of Longitudinal Plate-to-High-Strength Circular Hollow-Section X-Joints under Axial Load
    Lee, Swoo-Heon
    Shin, Kyung-Jae
    Kim, So-Yeong
    Lee, Hee-Du
    APPLIED SCIENCES-BASEL, 2019, 9 (19):