Experimental and numerical study on flexural behaviour of cold-formed steel hat-shaped beams with geometrical imperfections-Reference-Cited by-同舟云学术

Experimental and numerical study on flexural behaviour of cold-formed steel hat-shaped beams with geometrical imperfections

Published:2023-03 Issue: Volume:202 Page:107774
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Aktepe Rafet,Guldur Erkal Burcu

Funder

Türkiye Bilimsel ve Teknolojik Araştırma Kurumu

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference47 articles.

1. Inelastic behaviour and design of cold-formed channel sections in bending;Maduliat;Thin-Walled Struct.,2012

2. Inelastic bending capacity of cold-formed steel members;Shifferaw;J. Struct. Eng.,2012

3. Design of top-hat purlins for cold-formed steel portal frames;Uzzaman;Structures,2016

4. Eurocode 3: Design of Steel Structures - Part 1–3: General Rules – Supplementary Rules for Cold-Formed Members and Sheeting, European Committee for Standardization, Brussels;EN-1993-1-3,2006

5. Local buckling tests on cold-formed steel beam;Yu;J. Struct. Eng.,2003

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