Axially loaded of cold-formed steel columns with opening

This paper presents study the buckling behavior of cold-formed single C-section with opening. Cold-formed steel is the common term for products made by rolling or pressing steel into semi-finished or finished goods at relatively low temperatures. The method used for this experiment are compression t...

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Main Author:	Nurul Atikah, Zulkipli
Format:	Undergraduates Project Papers
Language:	English English English English
Published:	2017
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/21591/ http://umpir.ump.edu.my/id/eprint/21591/ http://umpir.ump.edu.my/id/eprint/21591/1/Axially%20loaded%20of%20cold-formed%20steel%20columns%20with%20opening%20-%20Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/21591/2/Axially%20loaded%20of%20cold-formed%20steel%20columns%20with%20opening%20-%20Abstract.pdf http://umpir.ump.edu.my/id/eprint/21591/3/Axially%20loaded%20of%20cold-formed%20steel%20columns%20with%20opening%20-%20Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/21591/4/Axially%20loaded%20of%20cold-formed%20steel%20columns%20with%20opening%20-%20References.pdf

id	ump-21591
recordtype	eprints
spelling	ump-215912018-09-07T02:32:16Z http://umpir.ump.edu.my/id/eprint/21591/ Axially loaded of cold-formed steel columns with opening Nurul Atikah, Zulkipli TA Engineering (General). Civil engineering (General) This paper presents study the buckling behavior of cold-formed single C-section with opening. Cold-formed steel is the common term for products made by rolling or pressing steel into semi-finished or finished goods at relatively low temperatures. The method used for this experiment are compression test. The column specimens were compressed between bearing plate with flat ends. 7 number of specimens with height of 600 mm with one without opening and the other 6 with openings had been used in this experiment. The shape of openings used are circle and the size are keep constant that is 25 mm diameter to ensure the consistency in the result making. The ultimate load strength of the cold-formed steel section and failure modes differs depend on the position of the openings, where the conclusions are make on the basis of the comparisons between the positions of openings. Transducers used to read the displacement of the specimen during testing where the graph had been plotted. The load – displacement graph study the movement of the flange during compression test. The distance between openings and the opening distance from the support did make a difference to the results but the difference did not varies much due to the smaller distance between openings. Local buckling and distortional buckling can be seen at the specimen. Local buckling only happen at the specimen that did not has openings while for specimen that have openings, distortional buckling occurred where the flanged distort outward or inward can be seen. 2017-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/21591/1/Axially%20loaded%20of%20cold-formed%20steel%20columns%20with%20opening%20-%20Table%20of%20contents.pdf pdf en http://umpir.ump.edu.my/id/eprint/21591/2/Axially%20loaded%20of%20cold-formed%20steel%20columns%20with%20opening%20-%20Abstract.pdf pdf en http://umpir.ump.edu.my/id/eprint/21591/3/Axially%20loaded%20of%20cold-formed%20steel%20columns%20with%20opening%20-%20Chapter%201.pdf pdf en http://umpir.ump.edu.my/id/eprint/21591/4/Axially%20loaded%20of%20cold-formed%20steel%20columns%20with%20opening%20-%20References.pdf Nurul Atikah, Zulkipli (2017) Axially loaded of cold-formed steel columns with opening. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:102719&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nurul Atikah, Zulkipli Axially loaded of cold-formed steel columns with opening
description	This paper presents study the buckling behavior of cold-formed single C-section with opening. Cold-formed steel is the common term for products made by rolling or pressing steel into semi-finished or finished goods at relatively low temperatures. The method used for this experiment are compression test. The column specimens were compressed between bearing plate with flat ends. 7 number of specimens with height of 600 mm with one without opening and the other 6 with openings had been used in this experiment. The shape of openings used are circle and the size are keep constant that is 25 mm diameter to ensure the consistency in the result making. The ultimate load strength of the cold-formed steel section and failure modes differs depend on the position of the openings, where the conclusions are make on the basis of the comparisons between the positions of openings. Transducers used to read the displacement of the specimen during testing where the graph had been plotted. The load – displacement graph study the movement of the flange during compression test. The distance between openings and the opening distance from the support did make a difference to the results but the difference did not varies much due to the smaller distance between openings. Local buckling and distortional buckling can be seen at the specimen. Local buckling only happen at the specimen that did not has openings while for specimen that have openings, distortional buckling occurred where the flanged distort outward or inward can be seen.
format	Undergraduates Project Papers
author	Nurul Atikah, Zulkipli
author_facet	Nurul Atikah, Zulkipli
author_sort	Nurul Atikah, Zulkipli
title	Axially loaded of cold-formed steel columns with opening
title_short	Axially loaded of cold-formed steel columns with opening
title_full	Axially loaded of cold-formed steel columns with opening
title_fullStr	Axially loaded of cold-formed steel columns with opening
title_full_unstemmed	Axially loaded of cold-formed steel columns with opening
title_sort	axially loaded of cold-formed steel columns with opening
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/21591/ http://umpir.ump.edu.my/id/eprint/21591/ http://umpir.ump.edu.my/id/eprint/21591/1/Axially%20loaded%20of%20cold-formed%20steel%20columns%20with%20opening%20-%20Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/21591/2/Axially%20loaded%20of%20cold-formed%20steel%20columns%20with%20opening%20-%20Abstract.pdf http://umpir.ump.edu.my/id/eprint/21591/3/Axially%20loaded%20of%20cold-formed%20steel%20columns%20with%20opening%20-%20Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/21591/4/Axially%20loaded%20of%20cold-formed%20steel%20columns%20with%20opening%20-%20References.pdf
first_indexed	2023-09-18T22:31:44Z
last_indexed	2023-09-18T22:31:44Z
_version_	1777416331562319872

Axially loaded of cold-formed steel columns with opening

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