Experimental Research of Lightweight Composite Wall on Lateral and Vertical Loads

Article Preview

Abstract:

To overcome the shortcomings of assembly lightweight steel structure residential system in our country. A new type of lightweight energy-saving composite wall is proposed, which is composed by light-gauge shaped steel and thin panel. In order to investigate the load-bearing behaviour and failure mode of the composite wall, 4 wall specimens in full ratio were designed and manufactured. The experiment study is carried out under lateral and vertical loads. The results show that the self-drilling screw integrate the light-gauge shaped steel and thin panel to bear loads. The decrease of self-drilling screw spacing can effectively enhance the load-bearing capacity of the composite wall, and the best choice of the self-drilling screw pitch is 150mm. The composite wall has good bearing and deformation capacity, and it is suitable for applying to light weight steel residential system in our country.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

514-518

Citation:

Online since:

November 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Fu Guangyao, Lei Zixue and Wang Hao. Test study on the bearing capability of the light gauge steel floor, Organizing committee of the Second International Conference on Structural Condition Assessment, Monitoring and Improvement, (2007).

Google Scholar

[2] GB/T 228-2002, Metal Material Tensile Test Method on Normal Temperature, Beijing: China architecture & building press, (2002).

Google Scholar

[3] GB/T 17657-1999, Artificial slab and finishing artificial slab physical examination test method, Beijing: China architecture & building press, (1999).

Google Scholar

[4] YL/T 1580-2000, directional shaving board, Beijing: China architecture & building press, (2000).

Google Scholar