Ultimate and post-ultimate behaviour of thin-walled cold-formed steel open-section members under eccentric compression. Part I: Collapse mechanisms database (theoretical study)-Reference-Cited by-同舟云学术

Ultimate and post-ultimate behaviour of thin-walled cold-formed steel open-section members under eccentric compression. Part I: Collapse mechanisms database (theoretical study)

Published:2021-12 Issue: Volume:169 Page:108366
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Kotełko Maria,Grudziecki Jan,Ungureanu Viorel^ORCID,Dubina Dan

Funder

Colegiul Consultativ pentru Cercetare-Dezvoltare şi Inovare

Polska Akademia Nauk

Academia Româna

Ontario Ministry of Research, Innovation and Science

Unitatea Executiva pentru Finantarea Invatamantului Superior, a Cercetarii, Dezvoltarii si Inovarii

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference32 articles.

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2. Recent research advances on ECBL approach. Part I: Plastic-elastic interactive buckling of cold-formed steel sections;Ungureanu;Thin-Walled Struct.,2004

3. Wirksame breiten fuer druck-und biegebeanspruchte stahlbleche im plastischen Zustand (Effective widths of steel plates in bending and compression in plastic state);Brune;Stahlbau,1999

4. Load-eccentricity effects on cold-formed steel lipped-channel columns;Miller;J. Struct. Eng.,1994

5. The ECBL approach for interactive buckling of thin-walled steel members;Dubina;Steel Compos. Struct.,2001

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