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...
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Published: |
Korean Society of Steel Construction
2016
|
| Subjects: |