Finite element analysis of profiled steel sheet dry board (PSSDB) system as a walling unit with door opening / Roba’ayah Usop

The thesis presents the analysis of double skin composite walling panel known as Profile Steel Sheet Dry board (PSSDB) System. The model represented is the full model of PSSDB panel. This work presents the performance of PSSDB to resist the uniaxial compressive load The analysis is based on the line...

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Main Author:	Usop, Roba’ayah
Format:	Student Project
Language:	English
Published:	Faculty of Civil Engineering 2002
Online Access:	http://ir.uitm.edu.my/id/eprint/18113/ http://ir.uitm.edu.my/id/eprint/18113/2/PPb_ROBA%27AYAH%20USOP%20EC%2002_5.pdf

id	uitm-18113
recordtype	eprints
spelling	uitm-181132019-02-18T02:02:01Z http://ir.uitm.edu.my/id/eprint/18113/ Finite element analysis of profiled steel sheet dry board (PSSDB) system as a walling unit with door opening / Roba’ayah Usop Usop, Roba’ayah The thesis presents the analysis of double skin composite walling panel known as Profile Steel Sheet Dry board (PSSDB) System. The model represented is the full model of PSSDB panel. This work presents the performance of PSSDB to resist the uniaxial compressive load The analysis is based on the linear analysis. The lateral deflection of the PSSDB panel with door opening is determined using the finite element analysis method and LUSAS is the best software program are using to analyse the lateral deflection of the panel. The finite element analysis is a computer-based numerical technique for calculating the strength and behaviour of the structure. It can be used to calculated deflection, stress, vibration, buckling behaviour and many other phenomena. It can be used to analyse either small or large-scale deflection. It can analyse elastic deformation, or “permanently bent out of shape” plastic deformation. The computer is required for this analysis because the astronomical number or calculation needed to analyse a complex structure. For this case the axial load is transferred to the wall through the profile steel sheet and dry board. The Lateral deflection of the panel increased under the increment of uniaxial compressive load. Analytical solutions for lateral deflection of the panel in uniaxial compressive load are obtained. The type of analysis is linear analysis. The result obtained in this thesis was compared between the experimental test for non-overlap specimen done by Mohd. Akashsh (2002). The lateral deflection pattern was analysed due to the loading applied. Faculty of Civil Engineering 2002 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18113/2/PPb_ROBA%27AYAH%20USOP%20EC%2002_5.pdf Usop, Roba’ayah (2002) Finite element analysis of profiled steel sheet dry board (PSSDB) system as a walling unit with door opening / Roba’ayah Usop. [Student Project] (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
description	The thesis presents the analysis of double skin composite walling panel known as Profile Steel Sheet Dry board (PSSDB) System. The model represented is the full model of PSSDB panel. This work presents the performance of PSSDB to resist the uniaxial compressive load The analysis is based on the linear analysis. The lateral deflection of the PSSDB panel with door opening is determined using the finite element analysis method and LUSAS is the best software program are using to analyse the lateral deflection of the panel. The finite element analysis is a computer-based numerical technique for calculating the strength and behaviour of the structure. It can be used to calculated deflection, stress, vibration, buckling behaviour and many other phenomena. It can be used to analyse either small or large-scale deflection. It can analyse elastic deformation, or “permanently bent out of shape” plastic deformation. The computer is required for this analysis because the astronomical number or calculation needed to analyse a complex structure. For this case the axial load is transferred to the wall through the profile steel sheet and dry board. The Lateral deflection of the panel increased under the increment of uniaxial compressive load. Analytical solutions for lateral deflection of the panel in uniaxial compressive load are obtained. The type of analysis is linear analysis. The result obtained in this thesis was compared between the experimental test for non-overlap specimen done by Mohd. Akashsh (2002). The lateral deflection pattern was analysed due to the loading applied.
format	Student Project
author	Usop, Roba’ayah
spellingShingle	Usop, Roba’ayah Finite element analysis of profiled steel sheet dry board (PSSDB) system as a walling unit with door opening / Roba’ayah Usop
author_facet	Usop, Roba’ayah
author_sort	Usop, Roba’ayah
title	Finite element analysis of profiled steel sheet dry board (PSSDB) system as a walling unit with door opening / Roba’ayah Usop
title_short	Finite element analysis of profiled steel sheet dry board (PSSDB) system as a walling unit with door opening / Roba’ayah Usop
title_full	Finite element analysis of profiled steel sheet dry board (PSSDB) system as a walling unit with door opening / Roba’ayah Usop
title_fullStr	Finite element analysis of profiled steel sheet dry board (PSSDB) system as a walling unit with door opening / Roba’ayah Usop
title_full_unstemmed	Finite element analysis of profiled steel sheet dry board (PSSDB) system as a walling unit with door opening / Roba’ayah Usop
title_sort	finite element analysis of profiled steel sheet dry board (pssdb) system as a walling unit with door opening / roba’ayah usop
publisher	Faculty of Civil Engineering
publishDate	2002
url	http://ir.uitm.edu.my/id/eprint/18113/ http://ir.uitm.edu.my/id/eprint/18113/2/PPb_ROBA%27AYAH%20USOP%20EC%2002_5.pdf
first_indexed	2023-09-18T22:59:47Z
last_indexed	2023-09-18T22:59:47Z
_version_	1777418096139567104

Finite element analysis of profiled steel sheet dry board (PSSDB) system as a walling unit with door opening / Roba’ayah Usop

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