Experimental study on residual performance of welded hollow spherical joints subjected to axial compression after a fire

被引:8
作者
Huang, Bingsheng [1 ]
Lu, Meng [1 ]
Cao, Yuefei [2 ]
Yang, Fang [1 ]
机构
[1] Nanjing Tech Univ, Coll Civil Engn, Nanjing 211816, Peoples R China
[2] Jiangsu Prov Architectural D&R Inst Ltd, Nanjing 210019, Peoples R China
关键词
Welded hollow spherical joint; Post-fire condition; Residual performance; Load bearing capacity; POSTFIRE BEHAVIOR; MECHANICAL-PROPERTIES; STAINLESS-STEEL; CAPACITY;
D O I
10.1016/j.istruc.2021.01.057
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To study the residual performance of the welded hollow spherical joint after exposure to high temperatures. A total of 12 welded hollow spherical joint specimens are heated to six different preselected temperatures and subsequently air-cooled and water-cooled to the ambient temperature. Axial compressive tests are thereafter performed until the joints are damaged. The displacement characteristics, strain development, failure modes, stiffness, ductility, and load bearing capacity of specimens are investigated. The results show that the mechanical properties of spherical joints are considerably affected by the temperatures and cooling methods. Under the aircooling condition, both the stiffness and compressive load of spherical joints decrease with an increase in the exposed temperature, and the ductility increases considerably. Under the water-cooling condition, the stiffness and ductility of spherical joints decrease with the increase in exposed temperature. The yield and ultimate loads decrease when the temperature is up to 500 degrees C and then gradually increase when the temperature exceeds 500 degrees C.
引用
收藏
页码:996 / 1005
页数:10
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