摘要
本文根据冷弯薄壁钢结构偏心受压的稳定性理论,提出了冷弯薄壁多孔货架立柱偏心受压计算方法;应用ANSYS软件对N90系列冷弯薄壁多孔货架立柱受压的稳定性进行了计算;进行了N90系列冷弯薄壁多孔货架立柱受压的稳定性试验和研究。
Based on the stability theory of cold-formed thin-wall steel structures, the computation method of cold-formed thinwall rack post under eccentric compression is proposed. Using software ANSYS,the finite element analysis of the N90 series rack post has carried out. Test method and test results of the N90 series rack post under compression are presented.
出处
《建筑钢结构进展》
2006年第2期37-42,共6页
Progress in Steel Building Structures
关键词
货架钢结构
稳定性
有限元分析
冷弯薄壁型钢结构
rack steel structure
stability
finite element analysis
cold-formed thin-wall steel structure
