ANALYTICAL AND EXPERIMENTAL STUDY ON THE BEHAVIOR OF COLD-FORMED STEEL BEAM COLUMN CONNECTIONS

+91-7667918914 iarjset@gmail.com 0 Items International Advanced Research Journal in Science, Engineering and Technology A Monthly Peer-Reviewed Multidisciplinary Journal ISSN Online 2393-8021 ISSN Print 2394-1588 Since 2014 Home About About IARJSET Aims and Scope Editorial Board Editorial Policies Publication Ethics Publication Policies Indexing and Abstracting Citation Index License Information Authors How can I publish my paper? Instructions to Authors Benefits to Authors Why Publish in IARJSET Call for Papers Check my Paper status Publication Fee Details Publication Fee Mode FAQs Author Testimonials Reviewers Topics Peer Review Current Issue & Archives Indexing FAQ’s Contact Select Page IARJSET-20

Abstract: Steel is one of the most widely used construction material for structural systems in modern construction. In recent years, Cold Formed Steel (CFS) sections- which is being an another major type of steel sections and found to be an alternative to the familiar Hot rolled steel sections. Cold formed steel sections are used more and more as primary framing components and as secondary structural components that connects the primary structural frames. Higher strength materials and a wider range of structural applications have caused a most important development in cold formed steel relative to the common heavier hot rolled steel structural member section. This paper deals with the study of properties and behaviour of the cold formed steel sections as a primary structural member which has scope for futuristic technology applications. This paper presents the non-linear finite element analysis of steel beam column connections (cold formed section). Hereby it also provides the experimental results of behaviour of the beam-column connections with the bolted joints. Load behaviour on Cold formed structural steel members with different configurations of bolted joints and their failure modes are analysed. The study covers the following elements Behaviour of Bolted joint subject to non linear load on I section beam connected to flange and web of I section Column Behaviour of Bolted joint subject to non linear load on channel section beam connected to flange and web of channel section Column

Keywords: Cold-formed steel, bolted joints, non-linear analysis, load behaviour. Call for Papers Rapid Publication 24/7 April 2026 Submission: eMail paper now Notification: Immediate Publication: Immediately with eCertificates Frequency: Monthly Downloads Paper Format Copyright Form   Submit to iarjset@gmail.com or editor@iarjset.com   Submit My Paper Author CenterHow can I publish my paper? Publication Fee Why Publish in IARJSET Benefits to Authors Guidelines to Authors FAQs (Frequently Asked Questions) Author Testimonials IARJSET ManagementAims and Scope Call for Papers Editorial Board DOI and Crossref Publication Ethics Editorial Policies Publication Policies Subscription / Librarian Conference Special Issue Info ArchivesCurrent Issue & Archives Conference Special Issue Copyright © 2026 IARJSET This work is licensed under a Creative Commons Attribution 4.0 International License. Open chat