Behavior of different bolted connection configurations in frames composed of cold-formed sections

Rigid bolted cold-formed steel connections have been very popular for their better distribution of straining actions and for better full-filling serviceability requirements. However, the behavior of every single element in the connection as well as the interaction between them is not clear due to it...

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Autors principals:	Mostafa Refaat El-Hadary, Ihab Mohamed El-Aghoury, Sherif Abdel-Basset Ibrahim
Format:	Artigo
Idioma:	Inglês
Publicat:	Elsevier 2022-01-01
Col·lecció:	Ain Shams Engineering Journal
Matèries:	Cold-formed steel portal frame Apex knee connection Local buckling Finite element model Bolt bearing failure Bolt tearing failure
Accés en línia:	http://www.sciencedirect.com/science/article/pii/S2090447921002367
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