Buckling behaviour of steel plate subjected to axial load / Mohd Fazarudin Abdullah@Zakaria

This project is to study the buckling behaviour of steel plate subjected to axial load. Column specimens will be tested in Civil Engineering Laboratory and followed by the computer model in order to determine the stress distribution and the deflection. Modulus of elasticity, (E) will be taken from t...

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Main Author:	Abdullah@Zakaria, Mohd Fazarudin
Format:	Thesis
Language:	English
Published:	1998
Subjects:	Steel beams
Online Access:	https://ir.uitm.edu.my/id/eprint/62413/1/62413.pdf
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id	my-uitm-ir.62413
record_format	uketd_dc
spelling	my-uitm-ir.624132023-06-02T03:37:36Z Buckling behaviour of steel plate subjected to axial load / Mohd Fazarudin Abdullah@Zakaria 1998 Abdullah@Zakaria, Mohd Fazarudin Steel beams This project is to study the buckling behaviour of steel plate subjected to axial load. Column specimens will be tested in Civil Engineering Laboratory and followed by the computer model in order to determine the stress distribution and the deflection. Modulus of elasticity, (E) will be taken from tensile test coupon. In the experiment and investigation reported here only one thickness i.e. 6 mm mild steel was chosen and rectangular sections, 50 mm x 6 mm and 300 mm height were tested. The rectangular columns were supported at both ends and subjected to a compressive load aligned with its centroidal axis. The failure load and deflection was recorded. The theoretical ultimate load was calculated using the effective width concept. This method was chosen because it gives a more true life picture of the actual behaviour of a compressed plate and plate type sections. For the case of steel plate sections the reduction in cross sectional area was taken into consideration. Experimental deflection will be used as a reference in order to iterate the modulus of elasticity, (E) in the calculation and computer analysis (ANSYS). Using the same value of axial load, (P) than compare the deflection between experimental and computer analysis. If the deflection is not equal than change the modulus of elasticity, (E) until get the same deflection. 1998 Thesis https://ir.uitm.edu.my/id/eprint/62413/ https://ir.uitm.edu.my/id/eprint/62413/1/62413.pdf text en public degree Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering Husin, Mohd Nasir
institution	Universiti Teknologi MARA
collection	UiTM Institutional Repository
language	English
advisor	Husin, Mohd Nasir
topic	Steel beams
spellingShingle	Steel beams Abdullah@Zakaria, Mohd Fazarudin Buckling behaviour of steel plate subjected to axial load / Mohd Fazarudin Abdullah@Zakaria
description	This project is to study the buckling behaviour of steel plate subjected to axial load. Column specimens will be tested in Civil Engineering Laboratory and followed by the computer model in order to determine the stress distribution and the deflection. Modulus of elasticity, (E) will be taken from tensile test coupon. In the experiment and investigation reported here only one thickness i.e. 6 mm mild steel was chosen and rectangular sections, 50 mm x 6 mm and 300 mm height were tested. The rectangular columns were supported at both ends and subjected to a compressive load aligned with its centroidal axis. The failure load and deflection was recorded. The theoretical ultimate load was calculated using the effective width concept. This method was chosen because it gives a more true life picture of the actual behaviour of a compressed plate and plate type sections. For the case of steel plate sections the reduction in cross sectional area was taken into consideration. Experimental deflection will be used as a reference in order to iterate the modulus of elasticity, (E) in the calculation and computer analysis (ANSYS). Using the same value of axial load, (P) than compare the deflection between experimental and computer analysis. If the deflection is not equal than change the modulus of elasticity, (E) until get the same deflection.
format	Thesis
qualification_level	Bachelor degree
author	Abdullah@Zakaria, Mohd Fazarudin
author_facet	Abdullah@Zakaria, Mohd Fazarudin
author_sort	Abdullah@Zakaria, Mohd Fazarudin
title	Buckling behaviour of steel plate subjected to axial load / Mohd Fazarudin Abdullah@Zakaria
title_short	Buckling behaviour of steel plate subjected to axial load / Mohd Fazarudin Abdullah@Zakaria
title_full	Buckling behaviour of steel plate subjected to axial load / Mohd Fazarudin Abdullah@Zakaria
title_fullStr	Buckling behaviour of steel plate subjected to axial load / Mohd Fazarudin Abdullah@Zakaria
title_full_unstemmed	Buckling behaviour of steel plate subjected to axial load / Mohd Fazarudin Abdullah@Zakaria
title_sort	buckling behaviour of steel plate subjected to axial load / mohd fazarudin abdullah@zakaria
granting_institution	Universiti Teknologi MARA (UiTM)
granting_department	Faculty of Civil Engineering
publishDate	1998
url	https://ir.uitm.edu.my/id/eprint/62413/1/62413.pdf
_version_	1783735255113400320

Buckling behaviour of steel plate subjected to axial load / Mohd Fazarudin Abdullah@Zakaria

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