Experimental investigation on buckling response of hollow steel tube

TA656.2.S53 2014

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Main Author: Pang Siew Chin
Format: text::Final Year Project
Language:English
Published: 2024
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spelling my.uniten.dspace-336642024-10-06T02:01:21Z Experimental investigation on buckling response of hollow steel tube Pang Siew Chin Buckling (Mechanics) Steel TA656.2.S53 2014 Hollow steel section (HSS) is a kind of metal profile with a hollow tubular cross section. In some European countries they called it as structural hollow section (SHS). It contains a lot of pattern or shape such as circular, square, rectangular and elliptical. Rectangular tube normally we called it as tube steel or structural tubing while circular tube normally been called as steel pipe. It is common used in welded steel frames where members can experience loading in different direction. Circular tube and square tube is very good in resist multiple-axis loading as they have uniform geometry along their cross-section axes. This characteristics allow them been a good choices for columns. This proposed thesis reports the ultimate compressive strength of the hollow structural tube. Those tubes are made of mild steel and we called it as hollow steel tube. This research presents an experimental study to investigate the ultimate compressive strength of hollow steel tube under axial load. Nine specimens of different shapes and diameter are prepared. They are square tube and circular tube. The dimension for the square tube is 100mm x 100mm whereas the diameter for circular tube is 100mm and 150mm. Each type of tube has 3 specimens and the specimens are used to determine the average compressive strength of the steel tubes. The tubes thicknesses are constant which is 4mm and their lengths are 300mm. The tubes are compressed using the Universal Test Machine (UTM). The tubes are compressed under pinned-pinned condition. A picture is taken after the tubes are under compression. The result of compression test is compared with the theoretical calculation. Formulae used are Euler's formulae, Eurocode and others. 2024-10-03T08:08:46Z 2024-10-03T08:08:46Z 2014 Resource Types::text::Final Year Project https://irepository.uniten.edu.my/handle/123456789/33664 en application/pdf
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
language English
topic Buckling (Mechanics)
Steel
spellingShingle Buckling (Mechanics)
Steel
Pang Siew Chin
Experimental investigation on buckling response of hollow steel tube
description TA656.2.S53 2014
format Resource Types::text::Final Year Project
author Pang Siew Chin
author_facet Pang Siew Chin
author_sort Pang Siew Chin
title Experimental investigation on buckling response of hollow steel tube
title_short Experimental investigation on buckling response of hollow steel tube
title_full Experimental investigation on buckling response of hollow steel tube
title_fullStr Experimental investigation on buckling response of hollow steel tube
title_full_unstemmed Experimental investigation on buckling response of hollow steel tube
title_sort experimental investigation on buckling response of hollow steel tube
publishDate 2024
_version_ 1814941076854669312
score 13.222552