Finite element analysis of axially loaded pierced profiled composite panel

In this new era, the usage of profiled steel sheeting is getting popular in the construction. The usage of composite profiled steel sheeting can reduce the duration of construction and it is easy during installation. Besides, this two outer skins of profiled steel sheeting with an in filled of concr...

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Main Author:	Lim, See Chaw
Format:	Undergraduates Project Papers
Language:	English
Published:	2010
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/2586/ http://umpir.ump.edu.my/id/eprint/2586/ http://umpir.ump.edu.my/id/eprint/2586/1/LIM_SEE_CHAW.PDF

id	ump-2586
recordtype	eprints
spelling	ump-25862015-03-03T07:57:25Z http://umpir.ump.edu.my/id/eprint/2586/ Finite element analysis of axially loaded pierced profiled composite panel Lim, See Chaw TA Engineering (General). Civil engineering (General) In this new era, the usage of profiled steel sheeting is getting popular in the construction. The usage of composite profiled steel sheeting can reduce the duration of construction and it is easy during installation. Besides, this two outer skins of profiled steel sheeting with an in filled of concrete also can act as load-bearing wall. Therefore, axial load, lateral load and in plane loads can be carried through to the composite system once the concrete has hardened. The pierced composite profiled steel sheeting such as doors and windows will affect the performance of the composite wall that will cause strength reduction. This project is to investigate the behavior of composite profiled steel sheeting panels under axial load by using finite element method. Six types of model have been analysed in this project and the dimension is 760 mm width and 1000 mm height with standard pierced size of 210 mm x 260 mm. All models are tested under linear analysis which will resulted the deformed mesh, maximum stress and strain and critical buckling load by using LUSAS Modeller 14.0 finite element software. The finite element analysis shows that Spandek composite panel is better than Trimdek composite panel. 2010-11 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/2586/1/LIM_SEE_CHAW.PDF Lim, See Chaw (2010) Finite element analysis of axially loaded pierced profiled composite panel. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang . http://iportal.ump.edu.my/lib/item?id=chamo:52311&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Lim, See Chaw Finite element analysis of axially loaded pierced profiled composite panel
description	In this new era, the usage of profiled steel sheeting is getting popular in the construction. The usage of composite profiled steel sheeting can reduce the duration of construction and it is easy during installation. Besides, this two outer skins of profiled steel sheeting with an in filled of concrete also can act as load-bearing wall. Therefore, axial load, lateral load and in plane loads can be carried through to the composite system once the concrete has hardened. The pierced composite profiled steel sheeting such as doors and windows will affect the performance of the composite wall that will cause strength reduction. This project is to investigate the behavior of composite profiled steel sheeting panels under axial load by using finite element method. Six types of model have been analysed in this project and the dimension is 760 mm width and 1000 mm height with standard pierced size of 210 mm x 260 mm. All models are tested under linear analysis which will resulted the deformed mesh, maximum stress and strain and critical buckling load by using LUSAS Modeller 14.0 finite element software. The finite element analysis shows that Spandek composite panel is better than Trimdek composite panel.
format	Undergraduates Project Papers
author	Lim, See Chaw
author_facet	Lim, See Chaw
author_sort	Lim, See Chaw
title	Finite element analysis of axially loaded pierced profiled composite panel
title_short	Finite element analysis of axially loaded pierced profiled composite panel
title_full	Finite element analysis of axially loaded pierced profiled composite panel
title_fullStr	Finite element analysis of axially loaded pierced profiled composite panel
title_full_unstemmed	Finite element analysis of axially loaded pierced profiled composite panel
title_sort	finite element analysis of axially loaded pierced profiled composite panel
publishDate	2010
url	http://umpir.ump.edu.my/id/eprint/2586/ http://umpir.ump.edu.my/id/eprint/2586/ http://umpir.ump.edu.my/id/eprint/2586/1/LIM_SEE_CHAW.PDF
first_indexed	2023-09-18T21:56:32Z
last_indexed	2023-09-18T21:56:32Z
_version_	1777414116093198336

Finite element analysis of axially loaded pierced profiled composite panel

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