Numerical investigation of cold-formed steel channels with edge-stiffened and unstiffened elongated web holes under shear
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference40 articles.
1. Experimental investigation of high strength cold-formed channel sections in shear with rectangular and slotted web openings;Pham;J. Constr. Steel Res.,2020
2. Parametric study for shear design of cold-formed channels with elongated web openings;Pham;J. Constr. Steel Res.,2020
3. Shear capacity of cold-formed steel channels with edge-stiffened web holes, unstiffened web holes, and plain webs;Chen;J. Struct. Eng.,2022
4. Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings;Kanthasamy;Eng. Struct.,2022
5. Effects of edge-stiffened web openings on the behaviour of cold-formed steel channel sections under compression;Chen;Thin-Walled Struct.,2019
Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Design of cold formed C section beams with elongated circular openings based on tests;Thin-Walled Structures;2024-11
2. Test, numerical investigation and design of perforated advanced high-strength steel I-shaped built-up compression members;Engineering Structures;2024-09
3. Structural behaviour and capacity of cold-formed steel channel sections with elongated edge-stiffened and unstiffened web holes under compression;Journal of Constructional Steel Research;2024-07
4. Elastic distortional buckling of cold-formed steel Z-Beams with stiffened holes using reduced thickness;STEEL COMPOS STRUCT;2024
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