Effect of self-stressing on concrete-encased-steel filled circular CFRP tubes under axial compression

被引:9
作者
Cao, Qi [1 ]
Lv, Xianrui [1 ]
Li, Xiaojun [1 ]
Gao, Rongxiong [2 ]
Ma, Zhongguo John [3 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[2] Huazhong Univ Sci & Technol, Sch Civil Engn & Mech, Wuhan 430074, Peoples R China
[3] Univ Tennessee Knoxville, Dept Civil & Environm Engn, 313 John D Tickle Bldg, Knoxville, TN 37996 USA
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
CFRP; Steel; Prestress; Inflection load; Ultimate load; Axial strain;
D O I
10.1016/j.istruc.2020.10.084
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the experimental results of concrete-encased-steel filled CFRP (carbon fiber reinforced polymer) tube (CSFCT) cylinders under monotonic axial compression. In this experiment, the prestress produced by the expansion agent was applied to the self-stressing concrete-encased-steel filled CFRP tube cylinders. The experimental parameters included the prestress, the layers of CFRP (1, 2, 3 layers) and the dimensions of section steel. It is aimed to investigate the influence of these parameters on the behavior of concrete-encased-steel filled CFRP tube cylinders under axial compression. Test results showed that compared with the non-prestressed test specimens, the application of prestress in self-stressing cylinders eliminates the stress lag of CFRP, makes the utilization ratio of CFRP higher, and improves the standard ultimate load, intercept load and inflection load. Meanwhile, the axial compression behavior of columns was improved with the increase of CFRP layers regardless of the prestress. The results also indicated that CFRP has more efficient confinement effect on small-cross sectional area section steel compared with large one. According to the test results, on the basis of the existing theoretical model, considering the influence of initial prestress and section steel, the calculation models of the inflection load and ultimate axial strain were modified. Finally, the stress-strain model of CSFCT cylinders with high accuracy was developed.
引用
收藏
页码:471 / 483
页数:13
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