Experimental investigation on cold-formed steel lipped channel beams affected by local-distortional interaction under non-uniform bending-Reference-Cited by-同舟云学术

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Experimental investigation on cold-formed steel lipped channel beams affected by local-distortional interaction under non-uniform bending

Published:2021-04 Issue: Volume:161 Page:107494
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Chen Man-Tai^ORCID,Young Ben,Martins André Dias^ORCID,Camotim Dinar^ORCID,Dinis Pedro Borges

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. Cold-Formed Steel Design;Yu,2010

2. Design of Cold-Formed Steel Structures − Eurocode 3: Design of Steel Structures; Part 1-3: Design of Cold-Formed Steel Structures;Dubina,2012

3. Design of Cold-Formed Steel Members;Rhodes,1991

4. Cold-Formed Steel Structures to the AISI Specification;Hancock,2001

5. Review: interactive behaviour, failure and DSM design of cold-formed steel members prone to distortional buckling;Camotim;Thin-Walled Struct.,2018

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1. Rebar indentation on performance of CFS columns strengthened by rebar at flange-lip;Journal of Constructional Steel Research;2024-11

2. Behavior of wire arc additively manufactured 316L austenitic stainless steel single shear bolted connections;Thin-Walled Structures;2024-09

3. Effect of Lip Depth on the Flexural Capacity of Cold-Formed Steel Section;International Journal of Steel Structures;2024-07-08

4. An Assessment of the Eurocode 3 Simplified Formulas for Distortional Buckling of Cold-Formed Steel Lipped Channels;Applied Sciences;2024-06-06

5. Cross-section behaviour and capacity of cold-formed austenitic stainless steel flat-oval hollow sections under combined compression and bending;Thin-Walled Structures;2024-06

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