烟台大学学报（自然科学与工程版）2012，Vol.25Issue(3)：212-216,5.
矩形钢管混凝土翼缘及波形腹板的工字型梁承载力研究
Static Strength of Concrete-Filled Tubular Flange Girders with Corrugated Webs
陈英 1邵永波1
作者信息
- 1. 烟台大学土木工程学院,山东烟台264005
- 折叠
摘要
Abstract
A new type I-girder梒oncrete-filled tubular flange girder with corrugated webs (CFTFGs-CW) is presented. The finite element software ANSYS is used to analyze the static strengths of CFTFGs-CW and the concrete-filled tubular flange I-girders with general plat web (CFTFGs). The finite models are experimentally verified to be reliable. The effect of some parameters, including corrugation depth hr and width 6, on the bearing capacity of CFTFGs-CW is studied based on a parametric study. The analysis results indicate that CFTFGs-CW performs a higher static strength and better stability compared to CFTFGs, and it is an excellent static performance structure member.关键词
钢管混凝土翼缘工字梁/波形腹板/静力承载力/有限元分析Key words
concrete-filled tubular I-girders/ corrugated webs j static strength/ finite element analysis分类
建筑与水利引用本文复制引用
陈英,邵永波..矩形钢管混凝土翼缘及波形腹板的工字型梁承载力研究[J].烟台大学学报（自然科学与工程版）,2012,25(3):212-216,5.
