钢管混凝土构件的力学性能试验研究  

Researches on the mechanics behavior of concrete filled steel tubular columns

作　　者：崔清洋[1] 张颖[1] 

机构地区：[1]盐城工学院建筑工程系,江苏盐城224003

出　　处：《四川建筑科学研究》2003年第1期19-21,共3页Sichuan Building Science

摘　　要：对 16根直径相同、偏心率相同、钢管厚度不同、长细比不同的钢管混凝土偏心受压构件进行了试验研究 ,分析了其破坏过程、破坏机理 。The test results of 16 eccentrically loaded concrete filled steel tubular columns that have the same diameters and eccentricities,and different thickness and slenderness are presented in the paper.It analyses the process and principle of the destroy of the concrete filled steel tubular columns and interprets the cause of the strength increasing and major influence factors for the carried loads abilities.

关 键 词：钢管混凝土 力学性能 承载力 力学试验 

分 类 号：TU398.9[建筑科学—结构工程]