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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| Subjects: | |
| Online Access: | http://eprints.utm.my/72501/ http://eprints.utm.my/72501/ |
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