Volume 24 Issue 10
Turn off MathJax
Article Contents
Abstract
Related Articles
WANG Hong-wei, XU Guo-lin, ZHONG Shan-tong. STUDY ON INFLUENCE OF HOLLOW RATIO TO BEARING CAPACITY OF H-CFST[J]. Engineering Mechanics, 2007, 24(10): 112-118.
Citation: WANG Hong-wei, XU Guo-lin, ZHONG Shan-tong. STUDY ON INFLUENCE OF HOLLOW RATIO TO BEARING CAPACITY OF H-CFST[J]. Engineering Mechanics, 2007, 24(10): 112-118.
shu

STUDY ON INFLUENCE OF HOLLOW RATIO TO BEARING CAPACITY OF H-CFST

  • (1. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China； 2. Hangzhou Zhong Dian Electric Power Institute, Hangzhou 310014, China)

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
    Graphical Abstract
    • Abstract
  • The influence of sectional parameters to ultimate bearing capacity of hollow-concrete-filled steel tube (H-CFST) under axial loading is investigated through 55 test specimens，and the influence of hollow ratio to stress-strain relations is analyzed. The experimental results show that ultimate bearing capacity of circular section specimens is higher than that of other section specimens, the results also show that the higher the hollow ratio is, the more flat the descending segments of stress-strain curves is, and the shorter the elastic-plastic stage is, the lower the ultimate bearing capacity is. This implies that the continuity of H-CFST is sound with the change of sectional parameters. Contrasting with the experimental results, formula used to calculate composite standard compressive strength is proved to be correct.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]ZHANG Bin, ZHANG Ji-xuan, MENG Chun-ling, SUN Qing. STUDY ON ULTIMATE BEARING CAPACITY OF TUBULAR JOINTS STRENGTHENED BY SINGLE RING STIFFENER PLATE[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2023.04.0308
    [2]ZHU San-fan, DONG Yu-li, ZHANG Da-shan, DUAN Jin-tao. CALCULATION OF ULTIMATE BEARING CAPACITY OF FOUR KINDS OF TWO-WAY SLABS WITH DIFFERENT BOUNDARIES UNDER FIRE[J]. Engineering Mechanics, 2022, 39(3): 104-114. DOI: 10.6052/j.issn.1000-4750.2021.01.0039
    [3]YANG Lu-feng, YIN Yu-qi, BAI Da-lian. BALANCED VECTOR BASED GENERALIZED PLASTIC HINGE METHOD FOR ULTIMATE BEARING CAPACITY OF FRAME STRUCTURES[J]. Engineering Mechanics, 2021, 38(12): 49-56. DOI: 10.6052/j.issn.1000-4750.2020.11.0839
    [4]YANG Yan, LUO Xia, TANG Yong, WEI Jian-gang, CHEN Bao-chun. RESEARCH ON THE ULTIMATE BEARING CAPACITY AND SIMPLIFIED DESIGN FORMULAE OF STEEL TRUSS WEB-STEEL REINFORCED CONCRETE (SRC) COMPOSITE ARCHES[J]. Engineering Mechanics, 2017, 34(10): 200-206,216. DOI: 10.6052/j.issn.1000-4750.2017.01.0085
    [5]YANG L?feng, LI Qi, ZHANG Wei, LIN Yin-he. HOMOGENEOUS GENERALIZED YIELD FUNCTION AND ULTIMATE BEARING CAPACITY EVALUATION OF TRANSMISSION TOWERS FABRICATED WITH ANGLE SECTION[J]. Engineering Mechanics, 2013, 30(5): 317-323. DOI: 10.6052/j.issn.1000-4750.2012.01.0008
    [6]WANG Peng, ZHOU Dong-hua, WANG Yong-hui, HAN Chun-xiu. THEORETICAL STUDY ON ULTIMATE BEARING CAPACITY OF COMPOSITE BEAMS WITH REINFORCED WEB OPENING[J]. Engineering Mechanics, 2013, 30(5): 138-146. DOI: 10.6052/j.issn.1000-4750.2012.01.0006
    [7]ZHANG Wei, YANG Lu-feng, LU Wen-sheng. ELASTIC MODULUS REDUCTION METHOD FOR THE UPPER BOUND OF ULTIMATE BEARING CAPACITY OF STRUCTURES[J]. Engineering Mechanics, 2011, 28(9): 30-038.
    [8]YU Zhi-wu, HE Sa-sa. RELIABILITY ANALYSIS OF ULTIMATE BEARING CAPACITY OF CONCRETE-FILLED TUBULAR STEEL STUB COLUMNS[J]. Engineering Mechanics, 2006, 23(11): 139-144.
    [9]ZOU Guang-dian, JIANG Wan-ying. NUMERICAL SIMULATION OF ULTIMATE BEARING CAPACITY OF COMPLEX FOUNDATION[J]. Engineering Mechanics, 2005, 22(2): 224-231.
    [10]GUO Hong-lei, HE Wen, HU Yi-bing, WANG Yuan-han. PREDICTION OF VERTICAL ULTIMATE BEARING CAPACITY OF PHC PILES[J]. Engineering Mechanics, 2004, 21(3): 78-83.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (1133) PDF downloads (463) 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