摘要
由于T形截面方钢管混凝土组合异型柱的压弯性能研究较少,为了对此特性展开分析研究,对其进行了单向压弯试验、有限元分析及理论计算;得到T形截面方钢管混凝土具有良好的延性和较好的承载力的结论,并提出了考虑钢管和混凝土组合刚度影响的等效长细比的计算公式。
There is seldom research on the bending property of T-section square steel pipe concrete composite specially-shaped column. Unidirectional bending test, finite element analysis and theoretical calculation are carried out to analyze the bending property; it is found that T-section square steel pipe concrete has favorable ductility and high bearing capacity, and formula is proposed for equivalent slenderness ratio with consideration of composite rigidity of steel pipe and concrete.
出处
《建筑技术》
北大核心
2015年第1期61-64,共4页
Architecture Technology
基金
新疆维吾尔自治区自然科学基金(201233146-4)
关键词
方钢管混凝土
组合异型柱
T形截面
单向压弯试验
有限元分析
square steel pipe concrete
specially-shaped composite column
T-section
unidirectional bending test
finite element analysis