Push-Out Tests on Interlocked Angles Connectors in Steel-Concrete-Steel Composite Structure

被引:0
|
作者
Chen, Junyi [1 ,2 ]
Wang, Yonghui [1 ,2 ]
Zhai, Ximei [1 ,2 ]
Zhi, Xudong [1 ,2 ]
Sun, Menghan [3 ]
机构
[1] Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Peoples R China
[2] Harbin Inst Technol, Minist Ind & Informat Technol, Key Lab Smart Prevent & Mitigat Civil Engn Disaste, Harbin 150090, Peoples R China
[3] Harbin Engn Univ, Coll Aerosp & Civil Engn, Harbin 150000, Peoples R China
基金
黑龙江省自然科学基金; 中国国家自然科学基金;
关键词
Push-out test; Interlocked angles connectors; Shear behaviour; Steel-concrete-steel sandwich structures; Failure mode; SHEAR CONNECTORS; SANDWICH BEAMS; BEHAVIOR; STRENGTH; LIGHTWEIGHT; IMPACT; PERFORMANCE; SUBJECT; CHANNEL;
D O I
10.1007/s13296-022-00704-0
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper reported a new interlocked angle connector (IAC) for steel-concrete-steel sandwich structures. Shear performances of IACs embedded in normal concrete were studied via a push-out testing program, and the failure mode, shear resistance, and load-slip responses of IACs in normal concrete were obtained. The influences of height, width, thickness, orientation of steel angles, and interlocking bolts on shear behaviours of IACs were experimentally studied. The experimental results indicated that the ultimate shear resistances and slip capacities of IACs were improved via increasing the height, width and thickness of steel angles, while the orientation of steel angles exhibited limited influence on the ultimate shear resistances and failure modes of IACs. In addition, the analytical models were proposed for predicting ultimate shear resistances and load-slip behaviours of IACs. The experimental results were employed to validate the analytical models, and the proposed analytical models were found to provide more accurate predictions on ultimate shear resistances and load-slip behaviours of IACs as compared to the existing design codes.
引用
收藏
页码:431 / 448
页数:18
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