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Volume 51 Issue 6
Oct.  2021
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Article Contents
ZENG Bin, SHANG Renjie, CUI Cui, XU Qing, XU Man. STABILITY ANLYSIS OF STEEL COMPRESSION BAR REINFORCED WITH OUTER SLEEVE OR RIGID PRESTRESSED STRUT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 133-137. doi: 10.13204/j.gyjzG20081014
Citation: ZENG Bin, SHANG Renjie, CUI Cui, XU Qing, XU Man. STABILITY ANLYSIS OF STEEL COMPRESSION BAR REINFORCED WITH OUTER SLEEVE OR RIGID PRESTRESSED STRUT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 133-137. doi: 10.13204/j.gyjzG20081014

STABILITY ANLYSIS OF STEEL COMPRESSION BAR REINFORCED WITH OUTER SLEEVE OR RIGID PRESTRESSED STRUT

doi: 10.13204/j.gyjzG20081014
  • Received Date: 2020-08-10
    Available Online: 2021-10-27
  • The bearing capacity of compression bars is mostly controlled by stability rather than strength. It is the main goal to improve the stable bearing capacity of the compression members when they are reinforced. Outer sleeve reinforcement is a kind of method with definite load condition and convenient construction, and has been widely used. Rigid prestressed strut reinforcement is also a method to reduce the compressive stress of compression bar. In the paper, the lateral deformation between the steel sleeve and the reinforced compression bar was kept in harmony. The critical value of the stability bearing capacity of the compression bar was obtained by using the condition that the release of compressive strain energy was equal to the absorption of bending strain energy in the case of instability. The formula was also suitable for the design and calculation of the reinforcement with rigid prestressed strut. An example of large deformation geometric nonlinear instability was calculated by ANSYS and the critical values of stability load under four different loading conditions were obtained. The difference from the theoretical analysis value was less than 1%, which verified the correctness of the theoretical value in the paper, and also verified that the outer sleeve and compression bar could meet the requirements of consistent deformation through several node limits.
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  • [1]
    申波,马克俭,邓长根.轴压套管构件静力稳定的理论与试验研究[J].工程力学,2013,30(3):8-16

    ,23.
    [2]
    申波,邓长根.套管构件中轴压内核与柔性套筒线接触的屈曲[J].工程力学,2007,24(11):63-69.
    [3]
    隋炳强,邓长根.钢压杆稳定加固研究进展[J]. 河北工程大学学报(自然科学版),2009,26(1):21-24,28.
    [4]
    聂祺,罗开海,唐曹明,等.网格结构受屈曲影响压杆套管加固法研究及工程应用[J].建筑科学,2019,35(5):130-135.
    [5]
    卢亦焱,陈莉,高作平,等.外粘钢板加固钢管柱承载力试验研究[J].建筑结构,2002(4):54-56.
    [6]
    彭福明.FRP加固钢结构轴心受压构件的弹性稳定分析[J].钢结构, 2005, 20(3):18-21.
    [7]
    HU L,SHEN B,MA K J,et al. A Mechanical Model and Experimental Investigations for Axially Compressed Sleeved Column[J].Journal of Constructional Steel Research,2013,89(5):107-120.
    [8]
    殷占忠,陈伟,陈生林,等.改进型双钢管约束屈曲支撑试验研究[J].建筑结构学报,2014,35(9):90-97.
    [9]
    中华人民共和国住房和城乡建设部.钢结构加固设计标准:GB 51367-2019[S].北京:中国建筑工业出版社,2019.
    [10]
    任凤鸣,范学明.弹性压杆稳定问题的精确解法[J]. 建筑科学,2008,24(3):12-15.
    [11]
    王廷伟,黄丽华,刘明,等.细长压杆的失稳点及临界压力的确定方法研究[J].力学与实践,2014,36(3):345-348.
    [12]
    尚仁杰. 压杆失稳引起的振动分析[J].特种结构,2020,37(2):68-72.
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