Connection in Joints for Thin-Walled Steel Sections and Sheeting
Thin-walled cold-formed members are thin, this will give rise to behavioural phenomena, which are not usually encountered in the more familiar hot-rolled sections. When compared to hot-rolled steel sections, cold-formed thin-walled steel sections are more likely to fail in local buckling, distor...
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| Format: | Article |
| Language: | English |
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Eftimie Murgu University of Resita
2014
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| Subjects: | |
| Online Access: | http://eprints.usm.my/38487/ http://eprints.usm.my/38487/1/Connection_in_Joints_for_Thin-Walled_Steel_Sections.pdf |
| _version_ | 1848878483275513856 |
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| author | Othuman Mydin, M.A. |
| author_facet | Othuman Mydin, M.A. |
| author_sort | Othuman Mydin, M.A. |
| building | USM Institutional Repository |
| collection | Online Access |
| description | Thin-walled cold-formed members are thin, this will give rise to
behavioural phenomena, which are not usually encountered in the
more familiar hot-rolled sections. When compared to hot-rolled steel
sections, cold-formed thin-walled steel sections are more likely to fail in
local buckling, distortional buckling, various global buckling and shear
buckling. This paper will discuss types of connection in Jjoints for coldformed
thin-walled sections and steel sheeting. Bolts, screws, blind
rivets or cartridge fired pins are commonly used in joints for coldformed
thin-walled sections or steel sheet connections. Fasteners in
light gauge steel tend to be relatively less stiff than their counterparts
in heavier construction so that connection flexibility can be significant in
certain assemblies. Furthermore, as in any load-bearing structure, it is
important that connections are not brittle and this implies that there
should be adequate deformation capacity. |
| first_indexed | 2025-11-15T17:32:03Z |
| format | Article |
| id | usm-38487 |
| institution | Universiti Sains Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T17:32:03Z |
| publishDate | 2014 |
| publisher | Eftimie Murgu University of Resita |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | usm-384872018-01-23T08:03:31Z http://eprints.usm.my/38487/ Connection in Joints for Thin-Walled Steel Sections and Sheeting Othuman Mydin, M.A. TH1-9745 Building construction Thin-walled cold-formed members are thin, this will give rise to behavioural phenomena, which are not usually encountered in the more familiar hot-rolled sections. When compared to hot-rolled steel sections, cold-formed thin-walled steel sections are more likely to fail in local buckling, distortional buckling, various global buckling and shear buckling. This paper will discuss types of connection in Jjoints for coldformed thin-walled sections and steel sheeting. Bolts, screws, blind rivets or cartridge fired pins are commonly used in joints for coldformed thin-walled sections or steel sheet connections. Fasteners in light gauge steel tend to be relatively less stiff than their counterparts in heavier construction so that connection flexibility can be significant in certain assemblies. Furthermore, as in any load-bearing structure, it is important that connections are not brittle and this implies that there should be adequate deformation capacity. Eftimie Murgu University of Resita 2014 Article PeerReviewed application/pdf en http://eprints.usm.my/38487/1/Connection_in_Joints_for_Thin-Walled_Steel_Sections.pdf Othuman Mydin, M.A. (2014) Connection in Joints for Thin-Walled Steel Sections and Sheeting. Analele Universităţii Eftimie Murgu Reşiţa. Fascicula de Inginerie, 21 (1). pp. 203-212. ISSN 1453-7397 http://anale-ing.uem.ro/2014/21.pdf |
| spellingShingle | TH1-9745 Building construction Othuman Mydin, M.A. Connection in Joints for Thin-Walled Steel Sections and Sheeting |
| title | Connection in Joints for Thin-Walled Steel Sections and Sheeting |
| title_full | Connection in Joints for Thin-Walled Steel Sections and Sheeting |
| title_fullStr | Connection in Joints for Thin-Walled Steel Sections and Sheeting |
| title_full_unstemmed | Connection in Joints for Thin-Walled Steel Sections and Sheeting |
| title_short | Connection in Joints for Thin-Walled Steel Sections and Sheeting |
| title_sort | connection in joints for thin-walled steel sections and sheeting |
| topic | TH1-9745 Building construction |
| url | http://eprints.usm.my/38487/ http://eprints.usm.my/38487/ http://eprints.usm.my/38487/1/Connection_in_Joints_for_Thin-Walled_Steel_Sections.pdf |