期刊文献+

局部轴压下薄壁钢筒仓屈曲承载力研究 被引量:1

Buckling behavior of thin-walled steel silos subjected to partial axial compression
原文传递
导出
摘要 采用有限元分析方法,对局部轴压下钢筒仓的屈曲模态和屈曲承载力进行了研究,考虑的缺陷类型为焊缝缺陷,采用的分析方法包括弹性屈曲分析和弹性几何非线性分析.分析结果表明:钢筒仓屈曲承载力对环向焊缝缺陷位置十分敏感;钢筒仓的屈曲承载力随荷载分布角的增大而减小,随缺陷幅值的增大而减小.在有限元参数分析的基础上,提出了筒仓在局部轴压作用下的临界屈曲应力计算公式,公式计算结果与有限元分析结果基本吻合. Buckling behavior of steel silos subjected to uniform compressive load and partial axial compression was investigated using finite element method.The welding geometric imperfection was considered in the finite element model.The analysis method included linear buckling analysis and geometric nonlinear analysis.Numerical results showed that the buckling strength of steel silo was sensitive to the magnitude of initial imperfection.The buckling strength of steel silo decreased with the increase of load distribution angle and the magnitude of geometric imperfection.Based on the numerical results,a design formula for the buckling stress of steel silo under partial compression load was proposed.The buckling stress predicated by the proposed equation agreed well with that obtained by the finite element analysis.
出处 《空间结构》 CSCD 北大核心 2016年第2期64-71,共8页 Spatial Structures
关键词 钢筒仓 屈曲应力 局部轴压 环向焊缝几何缺陷 steel silo buckling stress local axial compression circumferentic weld geometric imperfection
  • 相关文献

参考文献13

  • 1LIBAI A, DURBAN D. Buckling of cylindrical shells subjected to non-uniform axial loads [J]. Journal of Ap- plied Mechanics, ASME, 1977, 44 (4): 714-720.
  • 2SONG C Y, TENG J G, ROTTER J M. Imperfection sensitivity of thin elastic cylindrical shells subject to par- tial axial compression [J]. International Journal of Sol ids and Structures, 2004, 41(24): 7155-7180.
  • 3王登峰,曹平周.大型薄壁圆柱壳在局部轴向压力作用下的稳定性能研究[J].工程力学,2009,26(4):38-45. 被引量:9
  • 4王登峰,曹平周.考虑焊缝几何缺陷影响时整体与局部轴向压力共同作用下薄壁圆柱壳稳定性分析[J].工程力学,2009,26(8):65-73. 被引量:10
  • 5CAI M, HOLST J M F G, ROTTER J M. Buckling strength of thin cylindrical shells under localized axial compression[C]// 15th ASCE Engineering Mechanics Division Conference, New York, 2002: 99-100.
  • 6CAI M J, HOLST J M F G, ROTTER J M. Prediction of shell buckling strength under localised axial compres- sion[R]. School of Civil and Environmental Engineer- ing, University of Edinburgh, 2002.
  • 7ROTTER J M, TENG J G. Elastic stability of cylindri- cal shells with weld depressions[J]. Journal of Structur- al Engineering, ASCE, 1989, 115(5): 1244-1263.
  • 8TENG J G, ROTTER J M. Buckling of pressurized axi- symmetrically imperfect cylinders under axial loads[J]. Journal of Engineering Mechanics, ASCE, 1992, 118 (2) : 229-247.
  • 9PIRCHER M, BRIDGE R Q. The influence of circum ferential weld-induced imperfections on the buckling of silos and tanks[J]. Journal of Constructional Steel Re- search, 2001, 57(5): 569 580.
  • 10PIRCHER M, BRIDGE R Q. Buckling of thin-walled silos and tanks under axial load some new aspects[J]. Journal of Structural Engineering, ASCE, 2001, 127 (10) : 1129-1136.

二级参考文献31

  • 1Rotter J Michael. Shell Structures: The new European standard and current research needs [J]. Thin-Walled Structures, 1998, 31: 3-23.
  • 2Greiner R, Guggenberger W. Buckling behaviour of axially loaded steel cylinders on local supports-with and without internal pressure [J]. Thin-Walled Structures, 1998, 31: 159-167.
  • 3Guggenberger W, Greiner R, Rotter J M. The behaviour of locally-supported cylindrical shells: Unstiffened shells [J]. Journal of Constructional Steel Research, 2000, 56: 175-197.
  • 4Rotter J M, Teng J G. Elastic stability of cylindrical shells with weld depressions [J]. Journal of Structural Engineering, 1989, 115(5): 1244-1263.
  • 5Teng J GRotter J M. Buckling of pressurized axisymmetrically imperfect cylinders under axial loads [J]. Journal of Engineering Mechanics, 1992, 118(2): 229-247.
  • 6Pircher Martin, Bridge Russell Q. The influence of circumferential weld-induced imperfections on the buckling of silos and tanks [J]. Journal of Constructional Steel Research, 2001, 57: 569-580.
  • 7Pircher Martin, Bridge Russell Q. Buckling of thin- walled silos and tanks under axial load-some new aspects [J]. Journal of Structural Engineering, 2001, 127(10): 1129-1136.
  • 8Pircher M, Berry P A, Ding X, Beidge R Q. The shape of circumferential weld-induced imperfections in thin- walled steel silos and tanks [J]. Thin-Walled Structures, 2001, 39: 999- 1014.
  • 9Berry P A, Rotter J M, Bridge R Q. Compression tests on cylinders with circumferential weld depressions [J]. Journal of Engineering Mechanics, 2000, 126(4): 405- 413.
  • 10Song C Y, Teng J G. Rotter J M. Imperfection sensitivity of thin elastic cylindrical shells subject to partial axial compression [J]. International Journal of Solids and Structures, 2004, 41: 7155-7180.

共引文献15

同被引文献7

引证文献1

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