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圆钢管薄壁空心混凝土短柱轴压性能试验研究
引用本文:李云飞,支正东,张大长.圆钢管薄壁空心混凝土短柱轴压性能试验研究[J].山西建筑,2011,37(30):31-32.
作者姓名:李云飞  支正东  张大长
作者单位:1. 南京工业大学土木工程学院,江苏南京,210009
2. 盐城工学院土木工程学院,江苏盐城,224051
基金项目:江苏省防震减灾重点实验室科研项目资助(项目编号:JSCE0705)
摘    要:进行12个圆钢管薄壁空心混凝土轴压短柱轴压承载力的试验研究,考察轴压承载力—变形特性以及破坏模式,分析了圆钢管轴向、环向变形的发展规律,试验研究表明当薄壁混凝土壁厚达到一定厚度后,圆钢管内的薄壁空心混凝土在环向形成较好的拱效应,能有效地阻止外侧钢管局部失稳。

关 键 词:圆钢管薄壁空心混凝土  短柱  轴压性能  破坏模式

Test study on axially compressive behavior of short centrifugal hollow thin-wall concrete-filled circular steel-tube columns
LI Yun-fei ZHI Zheng-dong ZHANG Da-chang.Test study on axially compressive behavior of short centrifugal hollow thin-wall concrete-filled circular steel-tube columns[J].Shanxi Architecture,2011,37(30):31-32.
Authors:LI Yun-fei ZHI Zheng-dong ZHANG Da-chang
Affiliation:LI Yun-fei ZHI Zheng-dong ZHANG Da-chang
Abstract:12-short centrifugal hollow thin-wall concrete-filled circular steel-tube columns were tested under axial compression load,and its failure mode and bearing capacity-deformation behavior were investigated.The strain patterns of steel-tube in axial and transverse direction were studied.Test study shows that the arch effects can be formed well when the thickness of thin-wall concrete attains to a certain value,and avoiding the occurrence of local buckling of steel-tube.
Keywords:centrifugal hollow thin-wall concrete-filled circular steel-tube  short column  axially compressive behavior  failure mode  
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