Volume 27 Issue 10
Turn off MathJax
Article Contents
Abstract
Related Articles
LIU Hong-jun, LI Zheng-liang, LI Mao-hua. STUDY OF ULTIMATE STRENGTH OF STEEL TUBULAR JOINT WITH ANNULAR RIBBED PLATE OF TRANSMISSION TOWERS[J]. Engineering Mechanics, 2010, 27(10): 65-073.
Citation: LIU Hong-jun, LI Zheng-liang, LI Mao-hua. STUDY OF ULTIMATE STRENGTH OF STEEL TUBULAR JOINT WITH ANNULAR RIBBED PLATE OF TRANSMISSION TOWERS[J]. Engineering Mechanics, 2010, 27(10): 65-073.
shu

STUDY OF ULTIMATE STRENGTH OF STEEL TUBULAR JOINT WITH ANNULAR RIBBED PLATE OF TRANSMISSION TOWERS

  • (1. Department of Civil Engineering, Chongqing University, Chongqing 400044, China; 2. China Electric Power Research Institute, Haidian District, Beijing 100055, China)

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
    Graphical Abstract
    • Abstract
  • The ultimate strength of a steel tubular joint with an annular ribbed plate is researched by experimentation and a analytical parametric study was conducted to investigate the joint of tube-gusset plate connections by the finite element method. Based on the result of the experimentation and finite element method as well as virtual work principle, a limit analysis model for determining the ultimate loads of an annular ribbed joint is established and the proposal formula is put forward, which is applied to the engineering design and the ultimate strength was compared with that obtained by the experimentation, finite element method and analysis model. The result shows that the analysis model and proposal formula have practical significance.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]JIN Liu, MIAO Li-yue, CHEN Feng-juan, DU Xiu-li. EVALUATION OF SHEAR CAPACITY OF REINFORCED CONCRETE SHEAR WALLS CONSIDERING SIZE EFFECT[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2023.05.0366
    [2]LIU Hong-jun, LI Zheng-liang. STUDY OF ULTIMATE STRENGTH OF DUAL-ANGLE CROSS COMBINED SECTION OF HIGH-STRENGTH STEEL[J]. Engineering Mechanics, 2013, 30(1): 140-146. DOI: 10.6052/j.issn.1000-4750.2011.05.0276
    [3]HUANG Liang, LU Yi-qiu, XU Zi-peng. CORRECTIONAL RECOMMENDATION OF BEARING CAPACITY FORMULA OF RC ECCENTRIC COMPRESSION MEMBERS[J]. Engineering Mechanics, 2012, 29(6): 169-175. DOI: 10.6052/j.issn.1000-4750.2010.07.0503
    [4]HUANG Liang, LU Yi-qiu, XU Zi-peng. RELIABILITY ANALYSIS OF REINFORCED CONCRETE MEMBERS UNDER THE COMBINED ACTION OF SHEAR AND TORSION[J]. Engineering Mechanics, 2012, 29(4): 185-191.
    [5]DU Jin-sheng, Francis TK AU. ULTIMATE STRESS IN EXTERNAL TENDONS: PROPOSED METHOD AND TESTING VERIFICATION[J]. Engineering Mechanics, 2010, 27(11): 154-159.
    [6]CREEP ANALYSIS METHOD OF CONCRETE STRUCTURES BASED ON COMPOSITE ELEMENTS[J]. Engineering Mechanics, 2009, 26(1): 98-103,.
    [7]BAO Kanyuan, SHEN Guohui, SUN Bingnan, YE Yin. EXPERIMENTAL STUDY AND THEORETICAL ANALYSIS OF ULTIMATE STRENGTH OF STEEL TUBULAR K-JOINTS OF TALL TOWERS[J]. Engineering Mechanics, 2008, 25(12): 114-122.
    [8]QIAN Ruo-jun, SU Bo, LIN Zhi-bin. STUDY ON THEORY OF GEOMETRIC-DISPLACEMENT ANALYSIS, METHODS AND APPLICATIONS IN ENGINEERING STRUCTURES[J]. Engineering Mechanics, 2008, 25(8): 70-076.
    [9]LONG Yu-chuan, ZHANG Chu-han, ZHOU Yuan-de. EMBEDDED SLIP MODEL FOR ANALYZING REINFORCED CONCRETE STRUCTURES[J]. Engineering Mechanics, 2007, 24(增Ⅰ): 41-045.
    [10]FU Bao-lian, LI Zhi-gang, LI Shang-jian. VIRTUAL WORK AND COMPLEMENTARY VIRTUAL WORK PRINCIPLES FOR PHYSICAL SIMULATIONS AND THEIR APPLICATIONS IN METAL FORMING TECHNOLOGY[J]. Engineering Mechanics, 2001, 18(1): 62-70.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (1375) PDF downloads (491) Cited by()
    Related

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return