期刊文献+

冷弯薄壁卷边槽钢弹性畸变屈曲分析中的转动约束刚度 被引量:14

WEB ROTATIONAL RESTRAINT IN ELASTIC DISTORTIONAL BUCKLING OF COLD-FORMED LIPPED CHANNEL SECTIONS
下载PDF
导出
摘要 畸变屈曲是冷弯薄壁卷边槽钢的重要屈曲模式,腹板提供给翼缘板的转动约束刚度是影响其畸变屈曲性能的关键因素之一。该文对冷弯薄壁卷边槽钢弹性畸变屈曲分析中腹板提供给翼缘板的转动约束刚度取值进行了全面深入的研究。首先推导了腹板在8种不同应力情况与变形形状下的转动约束刚度理论计算公式;接着利用这些公式详细讨论了腹板变形形状的影响;最后提出了计算简便且精度较高的转动约束刚度统一近似公式。研究成果为解析法分析卷边槽钢的弹性畸变屈曲、进而提出畸变屈曲荷载的实用计算公式提供了依据和方便。 The distortional buckling is one of important buckling modes for cold-formed lipped channel sections and the distortional buckling load depends significantly on the rotational restraint provided by the web to the flange during buckling deformation. So the thorough study on the rotational restraint for elastic distortional buckling analysis is presented. Analytical expressions for the rotational restraint are first derived for eight cases representing different combinations of stress states and deformation shapes of the web. Based on these analytical expressions, the effect of the deformation shape of the web is discussed in detail. Finally, an accurate simplified expression for the rotational restraint is proposed. The results of the present study are expected to be useful for the future development of a simple approximate formula for the distortional buckling load of cold-formed lipped channel columns for design use.
作者 姚谏 滕锦光
出处 《工程力学》 EI CSCD 北大核心 2008年第4期65-69,共5页 Engineering Mechanics
关键词 冷弯薄壁型钢 卷边槽钢 畸变屈曲 转动约束刚度 理论公式 简化公式 cold-formed steel lipped channel sections distortional buckling rotational restraint theoreticalexpression approximate expression
  • 相关文献

参考文献8

  • 1Lau S C W, Hancock G J. Distortional buckling formulas for channel columns [J]. Journal of Structural Engineering, ASCE, 1987, 113(5): 1063-1078.
  • 2陈绍蕃.卷边槽钢的局部相关屈曲和畸变屈曲[J].建筑结构学报,2002,23(1):27-31. 被引量:59
  • 3陈骥.冷弯薄壁型钢构件的直接强度设计法[J].建筑钢结构进展,2003,5(4):5-13. 被引量:21
  • 4Teng J G, Yao J, Zhao Y. Distortional buckling of channel beam-columns [J]. Thin-Walled Structures, 2003, 41(7): 595-617.
  • 5Lau S C W, Hancock G J; Distortional buckling formulae for thin-wall channel columns [R]. Research Report No.R521, School of Civil and Mining Engineering, University of Sydney, Sydney, Australia, 1986.
  • 6Timoshenko S P, Gere J M. Theory of elastic stability (2nd Edition) [M]. New York: McGraw-Hill, 1961.
  • 7Hancock G J, Papangelis J P. THIN-WALL user's manual [M]. Sydney, Australia: Centre for Advanced Structural Engineering, University of Sydney, 1997.
  • 8中华人民共和国国家标准.GB50018-2002冷弯薄壁钢结构技术规范[S].北京:中国计划出版社,2003.

二级参考文献16

  • 1陈剑,顾强,陈绍蕃.薄壁卷边槽钢梁板件相关屈曲分析及受压翼缘的有效宽厚比(Ⅱ)[J].西安建筑科技大学学报(自然科学版),1996,28(4):383-387. 被引量:3
  • 2[2]Sehafer B. W. , Thin - Walled Column Design Considering Local. Distortional and Euler Buckling. Structural stability Research Council Annual Technical Session and Meeting. Proceedings.2001, pp. 419 - 438
  • 3[3]Hancock, G. J., Murray, T. M. , Ellifritt, D. S. , Cold - Formed Steel Structures to the AISI Specification. Marcel Dekker, Inc.New York, Basel, 2001, pp. 71 - 72
  • 4[4]Beedle, L. S. (Editor - in - chief). Stability of Metal Structures--A World View, 2nd. Ed. , U. S. A. 1991, PP. 619-633
  • 5[5]British Standard,BS 5950,Part 5,Structural Use of Steelwork in Building, Code of Practice for Design of Cold Formed Thin Gauge Sections, Appendix B, 2000
  • 6[6]Lau, S. C. W. , Hancock, G. J. , Distortional Buckling Formulas for Channel Columns. Journal of Structural Engineering, ASCE,Vol. 113, No. 5, May, 1987, pp. 1063 - 1078
  • 7[7]Sehafer,B. W., Pekz, T. , Laterally Braced Cold - Formed Steel Flexural Members With Edge Stiffened Flanges. Journal of Struct. Eng., Vol. 125, No. 2,1999
  • 8[9]AISI 96, Specification for the Design of Cold - Formed Steel Structural Members, Washington, D. C. 1996
  • 9[10]Cheung, Y. K., Finite Strip Method in Structural Analysis, Pergamon Press, New York, 1976
  • 10[11]Przmieniecki,J. S. D., Finite Element Structural Analysis of Local Instability,Journal of American Institute of Aeronautics and Astronautics, Vol. 11, No. 1,1973

共引文献75

同被引文献222

引证文献14

二级引证文献78

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