Behaviour and design of cold-formed steel C-sections with cover plates under bending
This paper presents an experimental, analytical and numerical investigation on the correlation between non-dimensional slenderness and pure bending strength of stiffened cold-formed steel as a construction material. Cover plates with three different thicknesses (1.6, 2 and 4 mm) were incorporated to...
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Main Authors: | , , , , |
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Format: | Article |
Published: |
Korean Society of Steel Construction
2016
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Online Access: | http://eprints.utm.my/id/eprint/72501/ https://www.scopus.com/inward/record.uri?eid=2-s2.0-84978203766&doi=10.1007%2fs13296-016-6026-9&partnerID=40&md5=5c9882a2ca22ae6392d0b40040a23441 |
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