A Novel Approach to Improve the Distortional Buckling Strength of a Stiffened Cold-Formed Steel Channel Section under Axial Compression-Reference-Cited by-同舟云学术

A Novel Approach to Improve the Distortional Buckling Strength of a Stiffened Cold-Formed Steel Channel Section under Axial Compression

Published:2023-02 Issue:1 Volume:28 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Palanisamy Manikandan¹^ORCID,Shanmugam Balaji²,Roy Krishanu³^ORCID

Affiliation:

1. Professor, Dept. of Civil Engineering, Knowledge Institute of Technology, Salem, Tamil Nadu 637504, India. ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Kongu Engineering College, Erode, Tamil Nadu 638060, India.

3. Senior Lecturer, School of Engineering, Univ. of Waikato, Hamilton, New Zealand (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000737

Reference35 articles.

1. Effect of connectors interaction in behaviour and ultimate strength of intermediate length cold formed steel open columns;Anbarasu M.;Asian J. Civ. Eng.,2013

2. Load bearing capacities of cold formed steel sections subjected to axial load

3. Web crippling capacity of fastened cold-formed steel channels with edge-stiffened web holes, un-stiffened web holes and plain webs under two-flange loading

4. Shear Capacity of Cold-Formed Steel Channels with Edge-Stiffened Web Holes, Unstiffened Web Holes, and Plain Webs

5. Moment capacity of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes, and plain webs

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1. Testing and Numerical Modelling of Web-Stiffened Cold-Formed Steel Channel Section Compression Members with Web Perforations and Batten Reinforcements;2024