河北工业科技2012，Vol.29Issue(6)：385-387,397,4.DOI:10.3969/j.issn.1008-1534.2012.06.010
六边形孔压弯蜂窝钢柱承载力研究
Analysis of bearing capacity of hexagonal hole castellated columns under compression and bending
摘要
Abstract
Finite-element analysis model was established for hexagonal hole castellated columns with expansion ratio of 1. 4, as well as the model for solid-web steel members without expansion. Buckling analysis for the beam-columns of different eccentricities was carried out. And the bearing capacity for compressive members was obtained and analyzed.关键词
蜂窝钢柱/六边形孔/压弯构件/有限元/屈曲分析Key words
castellated steel columns/ hexagonal hole/ beam-columns/ finite-element/ buckling analysis分类
建筑与水利引用本文复制引用
刘芬,袁晓文..六边形孔压弯蜂窝钢柱承载力研究[J].河北工业科技,2012,29(6):385-387,397,4.基金项目
河北省科技支撑计划项目(12217103D) （12217103D）
石家庄市科技支撑计划项目(10116523A) （10116523A）
