Experimental Evaluation of Profiled Steel Sheet Dry Board Wall Panel System

Article Preview

Abstract:

This research paper describes the investigation of new innovative form of lightweight composite known as Profiled Steel Sheeting Dry Board (PSSDB) wall panel system. Profiled Steel Sheeting Dry Board (PSSDB) is categorized as Industrialized Building System where paneling system has been developed to substitute the traditional structure of brick wall. The proposed system is a novel form of double and single sheathed composite panel. It consists of dry board and profiled steel sheet for middle core, attached by screws at both surfaces forming the composite action. This paper present the experimental results of twelve full scaled samples of PSSDB wall panel by using Cliplock 610 and PEVA45 as profiled steel sheet and PrimaFlex dry board for surface sheathed. All 12 wall panel samples have been tested under axial load until failure. From the experiment, it was found that the maximum load capacity of PSSDB wall panel can withstand is 1329kN with PEVA45 at screw spacing of 200 mm. While for the wall panel assembled using Cliplock 610, the maximum load is 612kN. The study shows that the new PSSDB wall panel system has a great potential to be used as a load bearing under axial load and expected to have a confidence for structural system in future construction.

You might also be interested in these eBooks

Info:

Periodical:

Key Engineering Materials (Volumes 594-595)

Pages:

421-426

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] B. McKinley and L.F. Boswell, Behaviour of double skin composite construction, Journal of Constructional Steel Research 58 (2002) 1347-1359.

DOI: 10.1016/s0143-974x(02)00015-9

Google Scholar

[2] K. M. Anwar Hossain and H. D. Wright , Performance of Profiled Concrete Shear Panels, Journal of Structural Engineering 124 (1998) 368-381.

DOI: 10.1061/(asce)0733-9445(1998)124:4(368)

Google Scholar

[3] H.D. Wright and S.C. Gallocher, The behaviour of composite walling under construction and sevice loading, Journal of Constructional Steel Research 35 (1995) 257-273.

DOI: 10.1016/0143-974x(94)00051-i

Google Scholar

[4] B. Abdelghani and W.H. Wan Badaruzzaman, Limit State Behaviour of Profiled Steel Sheeting/Dry Board Wall Panel, Proceeding of 4th Asia-Pacific Structural Engineering and Construction Conference (APSEC) (2000).

Google Scholar

[5] Y. Telue and M. Mahendran, Behaviour of cold-formed steel wall frames lined with plasterboard, Journal of Constructional Steel Research 57 (2001) 435-452.

DOI: 10.1016/s0143-974x(00)00024-9

Google Scholar

[6] M. Xie and J.C. Chapman, Developments in sandwich construction, Journal of Constructional Steel Research 62 (2006) 1123-1133.

DOI: 10.1016/j.jcsr.2006.06.025

Google Scholar

[7] ASTM E72: Standard Test Methods of Conducting Strength Tests of Panels for Building Construction.

Google Scholar