Cover Image

Finite Element Modelling of Cyclic Behaviour of Cold-Formed Steel Bolted Moment-Resisting Connections

This paper investigates the accuracy of new finite element modelling approaches to predict the behaviour of bolted moment-connections between cold-formed steel members, formed by using brackets bolted to the webs of the section, under low cycle fatigue. ABAQUS software is used as a modelling pla...

Full description

Saved in:
Bibliographic Details
Main Authors: Foster, Peter, Abdelal, Gasser, Lim, James B.P., Hajsadeghi, Mohammad, McCrum, Daniel
Format: Article
Language:English
Published: Penerbit Universiti Sains Malaysia 2016
Subjects:
TH1-9745 Building construction
Online Access:http://eprints.usm.my/41448/1/JCDC_21%281%29_2016-Art._9%28167-180%29.pdf
http://eprints.usm.my/41448/
http://web.usm.my/jcdc/vol21_1_2016/JCDC%2021(1)%202016-Art.%209(167-180).pdf
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.usm.eprints.41448
record_format eprints
spelling my.usm.eprints.41448 http://eprints.usm.my/41448/ Finite Element Modelling of Cyclic Behaviour of Cold-Formed Steel Bolted Moment-Resisting Connections Foster, Peter Abdelal, Gasser Lim, James B.P. Hajsadeghi, Mohammad McCrum, Daniel TH1-9745 Building construction This paper investigates the accuracy of new finite element modelling approaches to predict the behaviour of bolted moment-connections between cold-formed steel members, formed by using brackets bolted to the webs of the section, under low cycle fatigue. ABAQUS software is used as a modelling platform. Such joints are used for portal frames and potentially have good seismic resisting capabilities, which is important for construction in developing countries. The modelling implications of a two-dimensional beam element model, a three-dimensional shell element model and a three-dimensional solid element model are reported. Quantitative and qualitative results indicate that the threedimensional quadratic S8R shell element model most accurately predicts the hysteretic behaviour and energy dissipation capacity of the connection when compared to the test results. Penerbit Universiti Sains Malaysia 2016 Article PeerReviewed application/pdf en http://eprints.usm.my/41448/1/JCDC_21%281%29_2016-Art._9%28167-180%29.pdf Foster, Peter and Abdelal, Gasser and Lim, James B.P. and Hajsadeghi, Mohammad and McCrum, Daniel (2016) Finite Element Modelling of Cyclic Behaviour of Cold-Formed Steel Bolted Moment-Resisting Connections. Journal of Construction in Developing Countries , 21 (1). pp. 167-180. ISSN 1823-6499 http://web.usm.my/jcdc/vol21_1_2016/JCDC%2021(1)%202016-Art.%209(167-180).pdf
institution Universiti Sains Malaysia
building Hamzah Sendut Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Sains Malaysia
content_source USM Institutional Repository
url_provider http://eprints.usm.my/
language English
topic TH1-9745 Building construction
spellingShingle TH1-9745 Building construction
Foster, Peter
Abdelal, Gasser
Lim, James B.P.
Hajsadeghi, Mohammad
McCrum, Daniel
Finite Element Modelling of Cyclic Behaviour of Cold-Formed Steel Bolted Moment-Resisting Connections
description This paper investigates the accuracy of new finite element modelling approaches to predict the behaviour of bolted moment-connections between cold-formed steel members, formed by using brackets bolted to the webs of the section, under low cycle fatigue. ABAQUS software is used as a modelling platform. Such joints are used for portal frames and potentially have good seismic resisting capabilities, which is important for construction in developing countries. The modelling implications of a two-dimensional beam element model, a three-dimensional shell element model and a three-dimensional solid element model are reported. Quantitative and qualitative results indicate that the threedimensional quadratic S8R shell element model most accurately predicts the hysteretic behaviour and energy dissipation capacity of the connection when compared to the test results.
format Article
author Foster, Peter
Abdelal, Gasser
Lim, James B.P.
Hajsadeghi, Mohammad
McCrum, Daniel
author_facet Foster, Peter
Abdelal, Gasser
Lim, James B.P.
Hajsadeghi, Mohammad
McCrum, Daniel
author_sort Foster, Peter
title Finite Element Modelling of Cyclic Behaviour of Cold-Formed Steel Bolted Moment-Resisting Connections
title_short Finite Element Modelling of Cyclic Behaviour of Cold-Formed Steel Bolted Moment-Resisting Connections
title_full Finite Element Modelling of Cyclic Behaviour of Cold-Formed Steel Bolted Moment-Resisting Connections
title_fullStr Finite Element Modelling of Cyclic Behaviour of Cold-Formed Steel Bolted Moment-Resisting Connections
title_full_unstemmed Finite Element Modelling of Cyclic Behaviour of Cold-Formed Steel Bolted Moment-Resisting Connections
title_sort finite element modelling of cyclic behaviour of cold-formed steel bolted moment-resisting connections
publisher Penerbit Universiti Sains Malaysia
publishDate 2016
url http://eprints.usm.my/41448/1/JCDC_21%281%29_2016-Art._9%28167-180%29.pdf
http://eprints.usm.my/41448/
http://web.usm.my/jcdc/vol21_1_2016/JCDC%2021(1)%202016-Art.%209(167-180).pdf
_version_ 1643710224933060608
score 13.211869

Similar Items