Experimental Study on The Flexural Capacity of Cold-Formed Thin-Walled Composite Wall

被引：1
|
作者：
Wang, Quan [1 ,2 ]
Li, Guohua [1 ]
Di, Yanqiang [2 ]
Zhang, Yuxia [2 ]
Zhang, Zhijie [2 ]
Li, Mengying [2 ]
机构：
[1] Beijing Univ Civil Engn & Architecture, Beijing 102616, Peoples R China
[2] China Bldg Tech Grp Co Ltd, Beijing 100013, Peoples R China
来源：
6TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL SCIENCE AND CIVIL ENGINEERING | 2020年 / 455卷
基金：
国家重点研发计划;
关键词：
Cold-foie led thin-walled steel composite wall; Bending capacity; Experimental study;
D O I：
10.1088/1755-1315/455/1/012060
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
To C galvanized thin-wall steel (or thin-walled steel tube) as the skeleton, fiber cement and lightweight concrete composite wall, for three pieces of full scale the wall specimen (Light steel keel + fiber cement board, light steel keel + fiber cement board + lightweight concrete, light steel keel + reinforced expansion net + lightweight concrete) the flexural bearing capacity study, got all kinds of wall shear bearing capacity and displacement performance metrics. The test results show that the cold-formed thin-walled light-steel composite wall has good integrity and strong bending capacity, and the addition of light-steel keel significantly improves the ductility of the composite wall.
引用
收藏
页数：8
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