Direct strength prediction of web crippling failure of beams under ETF loading-Reference-Cited by-同舟云学术

Direct strength prediction of web crippling failure of beams under ETF loading

Published:2016-01 Issue: Volume:98 Page:360-374
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Natário P.,Silvestre N.,Camotim D.

Funder

FCT

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Comité Européen de Normalisation (CEN), Eurocode 3, Design of steel structures – Part 1–3: General Rules Supplementary Rules for Cold-formed Members and Sheeting, 2006.

2. American Iron and Steel Institute (AISI), North American Specification for the Design of Cold-formed Steel Structural Members, S100-12, 2012.

3. Crushing strength of thin steel webs, engineering experiment station;Winter,1946

4. Webs for cold-formed steel flexural members; structural behaviour of beam webs subjected to web crippling and a combination of web crippling and bending;Hetrakul,1978

5. Design of Cold-Formed Unlipped Channels Subjected to Web Crippling, Research Report No. R794;Young,1999

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