• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 55 Issue 1
Jan.  2020
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Article Contents
SHAO Yongbo, ZHU Hongmei, YANG Dongping. Static Bearing Capacity Analysis of CFRP-Reinforced Short CHS Steel Tubular Columns under Axial Compression[J]. Journal of Southwest Jiaotong University, 2020, 55(1): 167-174. doi: 10.3969/j.issn.0258-2724.20180527
Citation: SHAO Yongbo, ZHU Hongmei, YANG Dongping. Static Bearing Capacity Analysis of CFRP-Reinforced Short CHS Steel Tubular Columns under Axial Compression[J]. Journal of Southwest Jiaotong University, 2020, 55(1): 167-174. doi: 10.3969/j.issn.0258-2724.20180527

Static Bearing Capacity Analysis of CFRP-Reinforced Short CHS Steel Tubular Columns under Axial Compression

doi: 10.3969/j.issn.0258-2724.20180527
  • Received Date: 25 Jun 2018
  • Rev Recd Date: 30 Nov 2018
  • Available Online: 11 Jan 2019
  • Publish Date: 01 Feb 2020
  • To predict the ultimate strength of a short circular hollow section (CHS) steel tubular columns reinforced with carbon fibre-reinforced polymer (CFRP), both theoretical and numerical analyses were carried out. In the theoretical analysis, based on equivalent section method, the equations for calculating the load bearing capacities of CHS steel tubular columns under axial compression are deduced, which correspond to two different reinforcing methods, in which CFRPs are arranged in circumferential placement and in longitudinal-circumferential placement. In the numerical analysis, both eigenvalue buckling method and Riks method are combined to build a nonlinear finite element model of the tubular columns under axial compression. The finite element analysis for the stress distribution of the longitudinal and circumferential CFRPs shows that the circumferential CFRPs are under tension and restrain the radial deformation of the tubular columns, while the longitudinal CFRPs share the axial compression and restrain the deformation of the tubular columns. The comparison of the numerical results, theoretical results and reported experimental results show that the maximum deviation among them is no more than 2%, which verifies the finite element model and deduced equations.

     

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  • 季园园,韩庆华,芦燕,等. CFRP在土木工程中的应用研究[J]. 结构工程师,2014(5): 210-219. doi: 10.3969/j.issn.1005-0159.2014.05.032

    JI Yuanyuan, HAN Qinghua, LU Yan, et al. Application research of CFRP in civil engineering[J]. Structural Engineers, 2014(5): 210-219. doi: 10.3969/j.issn.1005-0159.2014.05.032
    SEICA M V, PACKER J A. FRP materials for the rehabilitation of tubular steel structures for underwater applications[J]. Composite Structures, 2007, 80(3): 440-450. doi: 10.1016/j.compstruct.2006.05.029
    完海鹰,江勇. 碳纤维复材布加固轴压圆管柱静力试验和数值分析[J]. 工业建筑,2017,47(2): 33-37.

    WAN Haiying, JIANG Yong. A static test and numerical analysis of circular hollow section (CHS) columns reinforced by CFRP sheets under axial compression[J]. Industrial Construction, 2017, 47(2): 33-37.
    朱佳,完海鹰. 碳纤维增强复合材料加固轴压足尺圆管柱的试验研究[J]. 工业建筑,2016,46(4): 104-109.

    ZHU Jia, WAN Haiying. Experimental study of full scale circular hollow section (CHS) columns reinforced by CFRP under axial compression[J]. Industrial Construction, 2016, 46(4): 104-109.
    周乐,王晓初,王军伟,等. 负载条件下CFRP加固轴心受压钢管短柱受力性能研究[J]. 工程力学,2015,32(11): 201-209. doi: 10.6052/j.issn.1000-4750.2014.04.0357

    ZHOU Le, WANG Xiaochu, WANG Junwei, et al. Research on mechanical properties of axially loaded tubular steel stub columns reinforced by CFRP[J]. Engineering Mechanics, 2015, 32(11): 201-209. doi: 10.6052/j.issn.1000-4750.2014.04.0357
    李兆阳,高小育,陈沿辰. 碳纤维布加固钢管轴压短柱有限元分析[J]. 四川理工学院学报(自然科学版),2015,28(5): 74-80. doi: 10.11863/j.suse.2015.05.14

    LI Zhaoyang, GAO Xiaoyu, CHEN Yanchen. Finite element analysis of CFRP strengthened steel tubular short columns under axial compression[J]. Journal of Sichuan University of Science & Engineering (Natural Science Edition), 2015, 28(5): 74-80. doi: 10.11863/j.suse.2015.05.14
    南波, 武岳,孙浩田. 缠绕型CFRP圆管轴压力学性能[J]. 工程力学,2017,34(1): 92-100.

    NAN Bo, WU Yue, SUN Haotian. Mechanical properties of filament-wound CFRP tube under axially compressive load[J]. Engineering Mechanics, 2017, 34(1): 92-100.
    南波,武岳,孙浩田. 拉挤型CFRP管轴压性能[J]. 哈尔滨工程大学学报,2015,36(6): 779-783.

    NAN Bo, WU Yue, SUN Haotian. Buckling behavior of pultruded carbon fiber reinforced polymer under axially compressive load[J]. Journal of Harbin Engineering University, 2015, 36(6): 779-783.
    张贵文,李俊杰,王秀丽. 碳纤维布加固薄壁圆钢管轴心抗拉承载力有限元分析[J]. 甘肃科学学报,2012,24(1): 32-36. doi: 10.3969/j.issn.1004-0366.2012.01.009

    ZHANG Guiwen, LI Junjie, WANG Xiuli. Finite element analysis on axial tensile bearing capacity of round thin-walled steel-tubes strengthened with CFRP sheets[J]. Journal of Gansu Sciences, 2012, 24(1): 32-36. doi: 10.3969/j.issn.1004-0366.2012.01.009
    HAEDIR J, ZHAO X L, BANBACH M R, et al. Analysis of CFRP externally-reinforced steel CHS tubular beams[J]. Composite Structures, 2010, 92(12): 2992-3001. doi: 10.1016/j.compstruct.2010.05.012
    HAEDIR J, ZHAO X L. Design of short CFRP-reinforced steel tubular columns[J]. Journal of Constructional Steel Research, 2011, 67(3): 497-509. doi: 10.1016/j.jcsr.2010.09.005
    TENG J G, HU Y M. Behavior of FRP-jacketed circular steel tubes and cylindrical shells under axial compression[J]. Construction & Building Materials, 2007, 21(4): 827-838.
    刘勇,陈世健,高鑫,等. 基于Hashin准则的单层板渐进失效分析[J]. 装备环境工程,2010,7(1): 34-39. doi: 10.3969/j.issn.1672-9242.2010.01.009

    LIU Yong, CHEN Shijian, GAO Xin, et al. Progressive failure analysis of monolayer composite based on Hashin criterion[J]. Equipment Environmental Engineering, 2010, 7(1): 34-39. doi: 10.3969/j.issn.1672-9242.2010.01.009
    庄茁. ABAQUS非线性有限元分析与实例[M]. 北京: 科学出版社, 2005: 55-90.
    廖云龙,吴剑. 基于Riks方法的复合材料贮箱稳定性分析[J]. 火箭推进,2013,39(5): 65-69. doi: 10.3969/j.issn.1672-9374.2013.05.012

    LIAO Yunlong, WU Jian. Stability analysis based on Riks method for composite material vessel[J]. Journal of Rocket Propulsion, 2013, 39(5): 65-69. doi: 10.3969/j.issn.1672-9374.2013.05.012
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