Strength enhancements across various parts in intermediate and edge stiffened angle sections due to cold-forming-Reference-Cited by-同舟云学术

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Strength enhancements across various parts in intermediate and edge stiffened angle sections due to cold-forming

Published:2022 Issue: Volume:65 Page:1382-1389
ISSN:2214-7853
Container-title:Materials Today: Proceedings
language:en
Short-container-title:Materials Today: Proceedings

Author:

Deepak M.S.,Beulah Gnana Ananthi G.,Anupkumar G. Ekbote,Harini B.S.,Madhan Kumar J.

Publisher

Elsevier BV

Subject

General Medicine

Reference13 articles.

1. Section bending resistance of new Hybrid Double-I-Box Beams;Deepak;Adv. Struct. Eng.,2018

2. Distortional buckling moment resistance capacity of hybrid-double-i-box beams;Deepak;J. Struct. Eng.,2018

3. Member Distortional Buckling Behaviour of Hybrid-Double-I-Box Beams;Deepak;Can. J. Civ. Eng.,2018

4. Lateral-Torsional Buckling Capacity of Hybrid Double-I-Box Beams- A Numerical Approach;Deepak;Adv. Struct. Eng.,2019

5. Local buckling behaviour and capacities of Cold-Formed Steel Double-I-Box stub and short column sections;Deepak;Structures,2021

Cited by 2 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. TESTS, MODELLING AND DESIGN OF UNSYMMETRICAL BACK-TO-BACK COLD-FORMED STEEL ANGLES UNDER COMPRESSION;ADV STEEL CONSTR;2024-06-01

2. Systematic literature review of cold-formed steel at elevated temperature scenario;Heliyon;2023-08

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