Post-fire flexural behaviour and performance of unrestrained cold-formed steel built-up section beams: Experimental and numerical investigation
Author:
Funder
Budapesti Muszaki es Gazdasagtudomanyi Egyetem
Publisher
Elsevier BV
Subject
Materials Science (miscellaneous)
Reference31 articles.
1. Performance of structural stainless steel following a fire;Molkens;Eng. Struct.,2021
2. Flexural behaviour of back-to-back built-up cold-formed steel channel beams: experiments and finite element modelling;Roy;Structures,2021
3. Design of Cold-formed Steel Back-To-Back Connected Built-up Beams;Selvaraj;J. Constr. Steel Res.,2021
4. Distortion failure and DSM design of cold-formed steel lipped channel beams under elevated temperatures;Landesmann;Thin-Walled Struct.,2016
5. Collapse behaviour of a fire engineering designed single-storey cold- formed steel building in severe fires;Roy;Thin-Walled Struct.,2019
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3. Influence of elevated temperature on buckling capacity of mild steel-based cold-formed steel column sections– experimental investigation and finite element modelling;Journal of Structural Fire Engineering;2023-11-10
4. Web-Crippling Capacity of High Performance Cold-Formed Lipped Steel Sections Subjected to Elevated Temperature;Buildings;2023-09-25
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