Ferritic stainless steel tubular members strengthened with high modulus CFRP plate subjected to web crippling
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference25 articles.
1. Web crippling of rectangular hollow sections;Packer;J Struct Eng ASCE,1984
2. Square and rectangular hollow sections under transverse end-bearing force;Zhao;J Struct Eng ASCE,1995
3. Design of cold-formed channels subjected to web crippling;Young;J Struct Eng ASCE,2001
4. Web crippling of cold-formed unlipped channels with flanges restrained;Young;Thin-Walled Struct,2004
5. Cold-formed stainless steel sections subjected to web crippling;Zhou;J Struct Eng ASCE,2006
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1. Web crippling resistances of cold-formed stainless steel sections: A proposal for EN 1993-1-4;Journal of Constructional Steel Research;2023-11
2. Web Crippling Design of Cold-Formed Stainless Steel SHS and RHS;Journal of Structural Engineering;2023-11
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4. References;Specification for the Design of Cold-Formed Stainless Steel Structural Members;2023-05-09
5. Investigation on CFRP-strengthened aluminum, mild steel and stainless-steel tubular members under impact loading;6TH INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING FOR SUSTAINABLE DEVELOPMENT (ICCESD 2022);2023
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