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Analysis of Cold-Formed Steel Built-up Closed Sections Strengthened with GFRP
cold form steel sections are widely preferred due to the ease of fabrication and economical construction. This paper presents the results of experimental and numerical investigation of a regular cold-form steel (CFS) section to that of the section strengthened with Glass Fiber Reinforced Polymer (GFRP). Numerical analysis was performed using ANSYS and the results are compared with the experimental results and literature study. From the results, it is proposed that the concept of strategicallydoi:10.21203/rs.3.rs-1122902/v1 fatcat:5ocrsvnj6zdadpbwkr5cyj44z4