EXPERIMENTAL STUDY ON THE BEHAVIOR MECHANISM OF SELF-COMPACTING CONCRETE FILLED STEEL TUBE COLUMNS WITH CIRCULAR SECTION
This paper presents an experimental study on the behavior mechanism of self-compacting concrete filled steel tube stub columns with circular section concentrically loaded in compression to failure.Four test methods on the axial deformation of specimens were compared.9 specimens were tested to investigate the effect of compressive strength of concrete,small hole notched and full perimeter direction hole notched with different vertical dimension at steel tube on the ultimate capacity and the load-deformation behavior of the tube columns.Experimental results show that once the steel tube notched,deformation ability would be reduced,sometimes the ultimate capacity also be reduced.Therefore,based on test results,the behavior mechanism of these stub columns for confinement was discussed.The work in this paper provides a basis for the further non-linear analysis and design of self-compacting concrete filled steel tube columns.
self-compacting concrete filled steel tube columns behavior mechanism azial load ultimate capacity confinement
Faxing Ding Zhiwu Yu Youlan Chen
Civil and Architecture College,Central South University,Changsha,Hunan Province,410075,P.R.CHINA
国际会议
长沙
英文
695-702
2005-05-26（万方平台首次上网日期，不代表论文的发表时间）