期刊文献+

考虑蒙皮效应的冷弯薄壁型钢檩条稳定性分析 被引量:1

RESEARCH ON STABILITY OF COLD-FORMED THIN-WALLED STEEL PURLINS CONSIDERING DIAPHRAGM EFFECT
下载PDF
导出
摘要 轻型门式刚架结构中围护结构具有提高整体结构刚度,参与结构整体受力的作用,即蒙皮效应。目前我国相关规范中对蒙皮参与结构受力的贡献很少考虑,而考虑蒙皮效应的设计将使得结构的受力更加符合实际情况,从而更加经济合理。利用有限元软件ANSYS,通过改变约束条件以考虑屋面板压型钢板的蒙皮效应对冷弯薄壁型钢檩条的稳定性作用;利用控制变量法,研究了蒙皮板厚度对檩条稳定承载力的影响。结果表明:考虑蒙皮的侧向檩条约束能有效增加檩条的稳定性;蒙皮厚度对檩条的屈曲荷载影响可以忽略。但布置拉条后,可使檩条的弯扭屈曲承载力有明显提高。 The enclosure parts in portal frame structure play the role of improving the whole stiffness of the structure and engaging in the whole structural behavior,which is called diaphragm effect. For now,the codes in our country take little consideration of the contribution of skin to the structure. The force analysis of the structure will be in accord with real situation and the results will be much more economical and reasonable considering the diaphragm effect in the design. The influence of the presence of the skin on the stability of the purlins was studied by changing the constraint conditions in the paper by using ANSYS. And the effects of the thickness of the skin on the stability of purlin were studied by using control variable method. The results show that considering the lateral restraint of the skin to purlins can effectively increase the stability of purlins,and the impact of skin thickness on the buckling load of purlins can be ignored. But lateral-torsional buckling resistance of the purlin can be obviously improved by using tension bar.
出处 《钢结构》 2018年第2期65-67,103,共4页 Steel Construction
基金 江苏省自然科学基金项目(BK20170880)
关键词 蒙皮效应 冷弯薄壁型钢 Z型檩条 稳定承载力 ANSYS diaphragm effect cold-formed thin-walled steel Z-shaped purlin stability bearing capacity ANSYS
  • 相关文献

参考文献3

二级参考文献16

  • 1陈剑,曲妍,范晓,徐涛.压型钢板受力蒙皮作用的有限元简化分析[J].邢台职业技术学院学报,2006,23(3):39-43. 被引量:1
  • 2CECS 102:2002 门式刚架轻型房屋钢结构技术规程[S].北京:中国计划出版社,2002.
  • 3CECS 102:2002 Technical specification for steel structure of light-weight buildings with gabled frames[S].Beijing:China Planning Press,2003.(In Chinese).
  • 4HO H C,CHUNG K F.Experimental investigation into the structural behavior of lapped connection between cold-formed steel Z sections[J].Thin-Walled Structures,2004,42(7):1013-1033.
  • 5ZHANG Lei,TONG Gen-shu.Moment resistance and flexural rigidity of lapped connections in multi-span cold-formed Z purlin systems[J].Thin-Walled Structures,2008,46(5):551-560.
  • 6GB 50018-2002,冷弯薄壁型钢结构技术规范[S].北京:中国计划出版社,2002.
  • 7PEKOZ T, SOROUSHIAN P. Behavior of C- and Z- purlins under wind uplift [ C ]//Sixth International Specialty Conference on Cold-Formed Steel Structures. 1982.
  • 8Eurocode 3: design of steel structures-partl-3 [ S ]. Brussels : BSI,2006.
  • 9HANCOCK G J, CELEBAN M, HEALY C, et al. Tests of purlins with screw fastened sheeting under wind uplift [ C ]//Tenth International Specialty Conference on Cold- Formed Steel Structures. 1990.
  • 10TOM A T, WITTEMANN K. Design of cold-formed purlins and rails restrained by sheeting [ J]. Journal of Constructional Steel Research, 1994, 31(2) : 149-168.

共引文献22

同被引文献26

引证文献1

二级引证文献2

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