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具有内核伸出段的套管构件点接触力学模型研究

赵啸峰 申波 马克俭 刘盼盼 王惠 吴骏杨 杨磊

赵啸峰, 申波, 马克俭, 刘盼盼, 王惠, 吴骏杨, 杨磊. 具有内核伸出段的套管构件点接触力学模型研究[J]. 应用数学和力学, 2018, 39(9): 1009-1020. doi: 10.21656/1000-0887.380288
引用本文: 赵啸峰, 申波, 马克俭, 刘盼盼, 王惠, 吴骏杨, 杨磊. 具有内核伸出段的套管构件点接触力学模型研究[J]. 应用数学和力学, 2018, 39(9): 1009-1020. doi: 10.21656/1000-0887.380288
ZHAO Xiaofeng, SHEN Bo, MA Kejian, LIU Panpan, WANG Hui, WU Junyang, YANG Lei. Mechanical Model Research on Point Contact Between the Sleeve and the Inner Core With Over-Hang Lengths for Sleeved Columns[J]. Applied Mathematics and Mechanics, 2018, 39(9): 1009-1020. doi: 10.21656/1000-0887.380288
Citation: ZHAO Xiaofeng, SHEN Bo, MA Kejian, LIU Panpan, WANG Hui, WU Junyang, YANG Lei. Mechanical Model Research on Point Contact Between the Sleeve and the Inner Core With Over-Hang Lengths for Sleeved Columns[J]. Applied Mathematics and Mechanics, 2018, 39(9): 1009-1020. doi: 10.21656/1000-0887.380288

具有内核伸出段的套管构件点接触力学模型研究

doi: 10.21656/1000-0887.380288
基金项目: 国家自然科学基金(51468007);贵州省优秀科技教育人才省长专项资金(黔省专合字(2012)67号)
详细信息
    作者简介:

    赵啸峰(1993—),男,硕士生(E-mail: xfzhao0923@163.com);申波(1970—),男,教授,博士,硕士生导师(通讯作者. E-mail: gy_shenbo@sohu.com).

  • 中图分类号: TU311.4;TU398

Mechanical Model Research on Point Contact Between the Sleeve and the Inner Core With Over-Hang Lengths for Sleeved Columns

Funds: The National Natural Science Foundation of China(51468007)
  • 摘要: 针对轴向压力作用下具有内核伸出段的套管构件,理论研究了初弯曲内核与柔性套筒的点接触变形过程.采用小挠度二阶平衡微分方程,推导了内核处于点接触状态时套管构件的挠度、剪力、弯矩、接触力等物理量的计算公式.理论的对比结果表明:1)内核伸出段会显著增大套管构件的弯曲轴向位移,降低套管构件的非线性轴向刚度;2)内核伸出段使内核与套筒端部的接触反力有显著的增加,随着轴向压力的增大,该接触反力的增加更大;3)内核伸出段使内核的剪力、弯矩均有显著的提高,尤其在内核与套筒抗弯刚度比值较大时,弯矩的提高更显著.该文的研究可为套管构件及内核与套筒端部连接的设计提供依据.
  • [1] XIE Q. State of the art of buckling-restrained braces in Asia[J]. Journal of Constructional Steel Research,2005,61(6): 727-748.
    [2] 郭彦林, 江磊鑫. 双矩管带肋约束型装配式防屈曲支撑的设计方法[J]. 建筑科学与工程学报, 2010,27(2): 67-74.(GUO Yanlin, JIANG Leixin. Design method of buckling-restrained braces assembled with dual ribbed rectangular hollow[J]. Journal of Architecture and Civil Engineering,2010,27(2): 67-74.(in Chinese))
    [3] 马宁, 吴斌, 赵俊贤, 等. 十字形内芯全钢防屈曲支撑构件及子系统足尺试验[J]. 土木工程学报, 2010,43(4): 1-7.(MA Ning, WU Bin, ZHAO Junxian, et al. Full scale uniaxial and subassemblage tests on the seismic behavior of all-steel buckling-resistant brace[J]. China Civil Engineering Journal,2010,43(4): 1-7.(in Chinese))
    [4] 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.
    [5] 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.(YIN Zhanzhong, CHEN Wei, CHEN Shenglin, et al. Experimental study of improved double-tube buckling restrained braces[J]. Journal of Building Structures,2014,35(9): 90-97.(in Chinese))
    [6] 殷占忠, 王秀丽. 带接触环的双钢管约束屈曲支撑的恢复力特征分析[J]. 兰州理工大学学报, 2010,36(2): 93-97.(YIN Zhanzhong , WANG Xiuli. Analysis of force restoring characteristics of buckling restraining braces formed with double-tube with contact ring[J]. Journal of Lanzhou University of Technology,2010,36(2): 93-97.(in Chinese))
    [7] PRASAD B K. Experimental investigation of sleeved column[C]//33rd Structures, Structural Dynamics and Materials Conference. Dallas, Texas, USA, 1992.
    [8] DOMOKOS G, HOLMES P, ROYCE B. Constrained Euler buckling[J]. Journal of Nonlinear Science,1997,7(3): 281-314.
    [9] CHAI H. The post-buckling response of a bi-laterally constrained column[J]. Journal of the Mechanics and Physics of Solids,1998,46(7): 1155-1181.
    [10] POCHEAU A, ROMAN B. Uniqueness of solutions for constrained elastica[J]. Physica D: Nonlinear Phenomena,2004,192(3/4): 161-186.
    [11] SRIDHARA B N. Sleeved compression member: United States Patent 5175972[P]. 1993-01-05.
    [12] 申波, 邓长根. 柔性套管约束下轴心受压杆件的屈曲分析[J]. 力学与实践, 2006,28(5): 43-46.(SHEN Bo, DENG Changgen. Buckling analysis of an axially compressed strut constrained by a flexible sleeve[J]. Mechanics in Engineering,2006,28(5): 43-46.(in Chinese))
    [13] 申波, 邓长根. 双钢管构件由点接触到线接触的连续过渡[J]. 工程力学, 2007,24(2): 154-160.(SHEN Bo, DENG Changgen. Continuous transition from point contact to linecontact between the axially compressed inner core and the flexible sleeve in a sleeved column[J]. Engineering Mechanics,2007,24(2): 154-160.(in Chinese))
    [14] 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.(SHEN Bo, DENG Changgen. Buckling of the line-contact segment between axially compressed inner core and the flexible sleeve in a sleeved column[J]. Engineering Mechanics,2007,24(11): 63-69.(in Chinese))
    [15] 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.(SHEN Bo, MA Kejian, DENG Changgen. Theoretical and experimental investigations on the static stability of a sleeved column[J]. Engineering Mechanics,2013,30(3): 8-16, 23.(in Chinese))
    [16] 刘鸿文. 材料力学[M]. 北京: 高等教育出版社, 1992.(LIU Hongwen. Mechanics of Materials [M]. Beijing: Higher Education Press, 1992.(in Chinese))
    [17] 费志中. 弹性稳定[M]. 北京: 煤炭工业出版社, 1989.(FEI Zhizhong. Theory of Elastic Stability [M]. Beijing: China Coal Industry Publishing House, 1989.(in Chinese))
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出版历程
  • 收稿日期:  2017-11-16
  • 修回日期:  2017-12-27
  • 刊出日期:  2018-09-15

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