Copyright © 2026 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

@article{161027,
        author = {KAVIN KUMAR S and AMALI D},
        title = {LITERATURE STUDY ON FLEXURAL BEHAVIOUR OF COLD-FORMED STEEL BEAMS},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {10},
        number = {2},
        pages = {361-364},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=161027},
        abstract = {In this paper various cold-formed steel built up I beam sections are studied from previous research works where the sections are numerically analysed using CUFSM and ABAQUS software and its moment carrying capacities has been investigated and reported. Cold-formed steel built up I sections are taken and the moment carrying capacities of that sections in terms of flexure are studied. This section in the form of I were subjected to flexure by two-point loading and four-point bending to ascertain the strength parameter by ABAQUS, and sectional properties by CUFSM. How the process carried out while analysing the sections are studied clearly and review for those sections also given. This study is going to be the benchmark for my upcoming works.},
        keywords = {Flexural strength , Cold-Formed steel, aspect ratios, ABAQUS, CUFSM.},
        month = {},
        }