Shear behaviour and design of cold-formed ferritic stainless steel channels with circular web openings
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference37 articles.
1. Stability and design of stainless steel structures–Review and outlook;Gardner;Thin-Wall Struct,2019
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3. Shear tests and design of cold-formed steel channels with central square holes;Pham;Thin-Wall Struct,2020
4. Web crippling design of cold-formed ferritic stainless steel unlipped channels with fastened flanges under end-two-flange loading;Yousefi;J Constr Steel Res,2019
5. Web bearing capacity of unlipped cold-formed ferritic stainless steel channels with perforated web subject to end-two-flange (ETF) loading;Yousefi;Eng Struct,2017
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1. An experimental study on shear resistance of austenitic and duplex stainless steel plate girders with perforated webs;Engineering Structures;2023-11
2. Web bearing design of cold-formed austenitic stainless steel un-lipped channels under localised interior loading;Thin-Walled Structures;2023-10
3. Localised Web Bearing Behaviour of Cold-Formed Austenitic Stainless-Steel Channels: Review of Design Rules and New Insight under Interior Loading;Applied Sciences;2023-09-26
4. Web Bearing Test of Cold‐Formed Austenitic Stainless‐Steel Channels Under Interior Loading;ce/papers;2023-09
5. Experimental Investigation of Sheathed Cold‐Formed Steel Sigma Studs Under Compression Loading;ce/papers;2023-09
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