Behaviour of stainless steel plain channel section columns

In this paper, the structural stability of cold-formed stainless steel plain channel columns under axial compression is investigated. Reliable finite element models for channel section columns are first developed and validated against experiments conducted on stainless steel lipped channel specimens...

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Bibliografiska uppgifter
Huvudupphovsmän: Dobrić, J, Ivanović, J, Rossi, B
Materialtyp: Journal article
Språk:English
Publicerad: Elsevier 2020