期刊文献+

套管构件中轴压内核本构关系的分析 被引量:2

Analysis of relation between the axial compression and the axial displacement for the inner core in a sleeved column
下载PDF
导出
摘要 套管构件是一种新型的承压设计构件。它由内核与套筒组成,且两者之间有间隙,套筒为受压内核提供侧向约束,使得内核可以发生高阶屈曲模态,极大提高了内核的受压承载力。在对比分析已有的内核本构关系模型的基础上,提出了当套筒刚度为有限时内核的轴力—轴向位移简化曲线,该曲线考虑了内核处于与套筒未接触、与套筒一阶模态点接触、与套筒一阶模态线接触这一系列变形过程,并通过算例分析,验证了该简化本构关系的合理性。 The sleeved column that is new-fashioned member bearing axial compression is composed of inner core and sleeve with gap between them. The bearing capacity of the inner core under compression is superior to that of traditional member because the inner core is laterally confined from buckling by the sleeve. The current constitutive relations of the member are analyzed. The simplified curve of the axial compression and the axial displacement of the inner core with the sleeve having finite stiffness is proposed and is validated by two cases. The deformation process of non-contact, one point contact and one line contact between the inner core and the sleeve is considered in the curve.
作者 申波 邓长根
出处 《四川建筑科学研究》 北大核心 2007年第3期4-8,12,共6页 Sichuan Building Science
基金 国家自然科学基金资助项目(50478107)
关键词 套管构件 内核 轴压 本构关系 屈曲 sleeved column inner core axial compression constitutive relation buckling
  • 相关文献

参考文献1

二级参考文献9

  • 1刘鸿文.材料力学[M].北京:高等教育出版社,1992..
  • 2Uang C-M,Nakashima M.Earthquake engineering:from engineering seismology to performance-based engineering[M].USA:CRC Press,2004.
  • 3Sridhara B N.Sleeved compression member[P].USA:5175972,1993.
  • 4Prasad B K.Experimental investigation of sleeved column[A].Proc.The 33rd AIAA/ASCE structures,structural dynamics and materials conference[C].Dallas USA:AIAA/ASCE,1992.
  • 5Chai 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.
  • 6Domokos G,Holmes P,Royce B.Constrained Euler buckling[J].Journal of Nonlinear Science,1997,7(3):281~314.
  • 7Plaut R H,Suherman S,Dillard D A,Williams B E,Watson L T.Deflections and buckling of a bent elastica in contact with a flat surface[J].International Journal of Solids and Structures,1999,36(8):1209~1229.
  • 8Holmes P,Domokos G,Schmitt J,Szeberenyi I.Constrained Euler buckling:an interplay of computation and analysis[J].Computer Methods in Applied Mechanics and Engineering,1999,170(3~4):175~207.
  • 9郭英涛,任文敏.关于限制失稳的研究进展[J].力学进展,2004,34(1):41-52. 被引量:27

共引文献18

同被引文献16

  • 1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. 被引量:19
  • 2Ahmed El-Sheikh. Effect of force limiting devices on behavior of space trusses [ J ]. Engineering Structures, 1999,21( 1 ) :34 -44.
  • 3Pocheau A, Roman B. Uniqueness of solutions for constrained elastica [ J ]. Physica D, 2004,192 ( 3/4 ) : 161 - 186.
  • 4de Holanda A S, Goncalves P B. Postbuckling analysis of plates resting on a tensionless elastic foundation[J]. Journal of Engineering Mechanics ,2003,129 ( 4 ) :438 - 448.
  • 5Sridhara B N. Sleeved compression member: US Patent, 5175972 [P].1993-01-05.
  • 6Prasad B K. Experimental investigation of sleeved column [ C ]//Proc 33 rd AIAA/ASCE Structures, Structural Dynamics and Materials Conference. Dallas, USA: AIAA/ASCE, 1992:991 - 999.
  • 7沈祖炎,陈杨骥,陈学潮.钢管结构极限承载力计算的力学模型[C]//空间网格结构论文集.上海,1991:124-136.
  • 8余绍锋,郑维科,邓长根.新型抑制屈曲支撑构造及稳定性研究[J].结构工程师,2008,24(3):55-59. 被引量:5
  • 9殷占忠,王秀丽,李晓东.带接触环的双钢管约束屈曲支撑有限元分析[J].兰州理工大学学报,2008,34(5):122-126. 被引量:16
  • 10李晓东,王秀丽.屈曲约束支撑的动力稳定性分析[J].华中科技大学学报(城市科学版),2008,25(4):223-226. 被引量:3

引证文献2

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部