Behaviour of eccentrically loaded concrete-filled rectangular ferritic stainless steel tubular slender columns: Numerical modelling and design-Reference-Cited by-同舟云学术

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Behaviour of eccentrically loaded concrete-filled rectangular ferritic stainless steel tubular slender columns: Numerical modelling and design

Published:2024-12 Issue: Volume:21 Page:e03506
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Yan Xi-Feng,Hassanein M.F.,Wang Fangying,Lin Siqi

Publisher

Elsevier BV

Reference70 articles.

1. Local buckling behaviour of stainless-clad bimetallic steel built-up square hollow section stub columns;Ban;Thin-Walled Struct.,2023

2. Experimental investigation of austenitic stainless steel I-section stub columns at elevated temperatures;Xing;Thin-Walled Struct.,2023

3. The use of stainless steel in structures;Gardner;Prog. Struct. Eng. Mater.,2005

4. Stainless steels-Part 4: Technical delivery conditions for sheet/plate and strip of corrosion resisting steels for general purposes;EN 10088-4,2009

5. Design Guide 27: structural stainless steel;Baddoo,2013

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