Post-fire bond behaviour in elliptical concrete filled steel tubes: Experiment and simulation

被引:4
|
作者
Song, Tian-Yi [1 ]
Wang, Cheng-Hao [1 ]
Liu, Xia-Lu [1 ]
Xiang, Kai [2 ]
Zhou, Hongyuan [1 ]
机构
[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
[2] Tianjin Fire Res Inst Minist Publ Secur, Tianjin 300381, Peoples R China
基金
中国国家自然科学基金;
关键词
Concrete-filled steel tube; Elliptical section; Bond behaviour; Post-fire; Bond stress-slip constitutive model;
D O I
10.1016/j.jcsr.2022.107725
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The post-fire bond behaviour between the steel tube and core concrete in elliptical concrete filled steel tubes (ECFST) is studied in this paper. A total of 15 post-fire push-out test specimens, including 9 elliptical, 3 circular and 3 square CFSTs, were designed and tested. The testing parameters included: (a) target temperatures (Ttar = 20 degrees C, 600 degrees C and 800 degrees C); (b) high temperature duration time (td = 30 min, 60 min, 180 min and 300 min); (c) length of long axis of elliptical section (2a = 200 mm and 300 mm); (d) section type (elliptical, circular and square). The test results indicated that the target temperature and high temperature duration time affected the post-fire bond strength of ECFSTs significantly, and the post-fire bond strength of ECFSTs could be increased with the increasing values of the two parameters. Based on the test data, a two-linear stage bond stress versus slip constitutive model considering the influence of both the temperature and fire-exposed surface area was proposed and verified to capture the post-fire bond behaviour in ECFSTs, which could be used in the refined bond behaviour numerical analysis of ECFSTs.
引用
收藏
页数:15
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