Study of post-fire mechanical behaviours of the light prefabricated composite floors after fire

被引：0
|
作者：
Pan Zhengguo [1 ]
Meng Zhiheng [1 ]
Wang Xintang [2 ]
机构：
[1] Ningbo Univ, Sch Civil & Environm Engn, Ningbo, Peoples R China
[2] Ningbo Univ, Coll Sci & Technol, Ningbo, Peoples R China
来源：
2020 4TH INTERNATIONAL WORKSHOP ON RENEWABLE ENERGY AND DEVELOPMENT (IWRED 2020) | 2020年 / 510卷
基金：
中国国家自然科学基金;
关键词：
D O I：
10.1088/1755-1315/510/5/052030
中图分类号：
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号：
0807 ; 0820 ;
摘要：
The post-fire mechanical properties of a prefabricated composite slabs consisting of thin-walled steel members and lightweight aggregate concrete was experimentally studied, and the displacements of the composite floor specimens was discussed. The experimental results showed that the ultimate load of the composite slab specimens after fire with using the stud shearing connectors was greater than that with using the new type shear keys made with thin-walled steel plate. The global stiffness and load-bearing capacity of the composite slabs after suffering hydrocarbon fire can be effectively improved by increasing the wall thickness of transverse sub-members appropriately.
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收藏
页数：6
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