Out of plane behaviour of profiled steel sheet dry board (PSSDB) square panel

Profiled steel sheet dry board as a floor slab and it is a new innovation of composite slab structure in construction industry. It is consists of profiled steel sheet, dry board and screw as a connector. This study is to investigate the behavior of profiled steel sheet dry board (PSSDB) square pa...

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Main Author: Walter, anak Lawrence
Format: Final Year Project Report / IMRAD
Language:English
English
Published: Universiti Malaysia Sarawak, UNIMAS 2009
Subjects:
Online Access:http://ir.unimas.my/id/eprint/4553/
http://ir.unimas.my/id/eprint/4553/1/OUT%20OF%20PLANE%20BEHAVIOUR%20OF%20PROFILED%20STEEL%20SHEET%20DRY%20BOARD%20%28PSSDB%29%20SQUARE%20PANEL%2824pgs%29.pdf
http://ir.unimas.my/id/eprint/4553/8/Walter.pdf
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author Walter, anak Lawrence
author_facet Walter, anak Lawrence
author_sort Walter, anak Lawrence
building UNIMAS Institutional Repository
collection Online Access
description Profiled steel sheet dry board as a floor slab and it is a new innovation of composite slab structure in construction industry. It is consists of profiled steel sheet, dry board and screw as a connector. This study is to investigate the behavior of profiled steel sheet dry board (PSSDB) square panel. Plywood was chosen as dry board, SDP – 51 chosen as profiled steel sheet and self-drilling and self-tapping screw is used for connector. The component material was selected from the local market. This study consists of two part of analysis which is the theoretical analysis study for deflection of PSSDB and the experimental study for deflection of PSSDB at center point load mid span. Vibration test is also conducted in experimental study to investigate the damping effect of PSSDB. In theoretical analysis study, slip and strain at everywhere of connection between plywood and steel sheet is zero and assumed the plane section remains plane. This situation is knows as full interaction. The transformed section method was used to analyses PSSDB since it created from different material as raw material. The result of analysis pointed out that the deflection of PSSDB is increase when the load pointed on the PSSDB was increased. From experiment study, the first deflection was 1.86 mm at 1.55 kN. The maximum deflection was 47.83 mm at 21.7 kN. It was found that, damping ratio for the flooring system is 0.00045. A natural frequency, fn was 86 Hz and damped frequency was 85.9 Hz. The specimen stiffness was 26.78x 106 N/m. The value of critical damping coefficient and actual damping coefficient was respectively 99110.56 Ns/m and 44.60 Ns/m.
first_indexed 2025-11-15T06:08:06Z
format Final Year Project Report / IMRAD
id unimas-4553
institution Universiti Malaysia Sarawak
institution_category Local University
language English
English
last_indexed 2025-11-15T06:08:06Z
publishDate 2009
publisher Universiti Malaysia Sarawak, UNIMAS
recordtype eprints
repository_type Digital Repository
spelling unimas-45532024-03-07T08:22:27Z http://ir.unimas.my/id/eprint/4553/ Out of plane behaviour of profiled steel sheet dry board (PSSDB) square panel Walter, anak Lawrence TJ Mechanical engineering and machinery Profiled steel sheet dry board as a floor slab and it is a new innovation of composite slab structure in construction industry. It is consists of profiled steel sheet, dry board and screw as a connector. This study is to investigate the behavior of profiled steel sheet dry board (PSSDB) square panel. Plywood was chosen as dry board, SDP – 51 chosen as profiled steel sheet and self-drilling and self-tapping screw is used for connector. The component material was selected from the local market. This study consists of two part of analysis which is the theoretical analysis study for deflection of PSSDB and the experimental study for deflection of PSSDB at center point load mid span. Vibration test is also conducted in experimental study to investigate the damping effect of PSSDB. In theoretical analysis study, slip and strain at everywhere of connection between plywood and steel sheet is zero and assumed the plane section remains plane. This situation is knows as full interaction. The transformed section method was used to analyses PSSDB since it created from different material as raw material. The result of analysis pointed out that the deflection of PSSDB is increase when the load pointed on the PSSDB was increased. From experiment study, the first deflection was 1.86 mm at 1.55 kN. The maximum deflection was 47.83 mm at 21.7 kN. It was found that, damping ratio for the flooring system is 0.00045. A natural frequency, fn was 86 Hz and damped frequency was 85.9 Hz. The specimen stiffness was 26.78x 106 N/m. The value of critical damping coefficient and actual damping coefficient was respectively 99110.56 Ns/m and 44.60 Ns/m. Universiti Malaysia Sarawak, UNIMAS 2009 Final Year Project Report / IMRAD NonPeerReviewed text en http://ir.unimas.my/id/eprint/4553/1/OUT%20OF%20PLANE%20BEHAVIOUR%20OF%20PROFILED%20STEEL%20SHEET%20DRY%20BOARD%20%28PSSDB%29%20SQUARE%20PANEL%2824pgs%29.pdf text en http://ir.unimas.my/id/eprint/4553/8/Walter.pdf Walter, anak Lawrence (2009) Out of plane behaviour of profiled steel sheet dry board (PSSDB) square panel. [Final Year Project Report / IMRAD] (Unpublished)
spellingShingle TJ Mechanical engineering and machinery
Walter, anak Lawrence
Out of plane behaviour of profiled steel sheet dry board (PSSDB) square panel
title Out of plane behaviour of profiled steel sheet dry board (PSSDB) square panel
title_full Out of plane behaviour of profiled steel sheet dry board (PSSDB) square panel
title_fullStr Out of plane behaviour of profiled steel sheet dry board (PSSDB) square panel
title_full_unstemmed Out of plane behaviour of profiled steel sheet dry board (PSSDB) square panel
title_short Out of plane behaviour of profiled steel sheet dry board (PSSDB) square panel
title_sort out of plane behaviour of profiled steel sheet dry board (pssdb) square panel
topic TJ Mechanical engineering and machinery
url http://ir.unimas.my/id/eprint/4553/
http://ir.unimas.my/id/eprint/4553/1/OUT%20OF%20PLANE%20BEHAVIOUR%20OF%20PROFILED%20STEEL%20SHEET%20DRY%20BOARD%20%28PSSDB%29%20SQUARE%20PANEL%2824pgs%29.pdf
http://ir.unimas.my/id/eprint/4553/8/Walter.pdf