Structural performance evaluation of cold formed steel cantilever beams with varying perforation Patterns

Abstract

Cold-formed steel, prized for its affordability and durability, gains enhanced structural performance through perforated patterns on beams. This study explores the impact of perforation on load-carrying capacity and capability-to-weight ratio in cold-formed steel cantilever beams, specifically focusing on ''C'' sections. Assessing beams of varying lengths under uniform loading, the investigation, employing ABAQUS software, reveals significant load-carrying capability reductions of 35% to 95% for beams subjected to minor-axis bends, depending on hole quantity and placement. The findings stress the imperative precision needed when incorporating perforated sections into load-bearing structural systems. Flange perforations result in substantial drops, up to 90%, in load-carrying capacity, while web holes in beams bent about the major axis cause only minor reductions. This study informs the establishment of innovative design standards for perforated cold-formed steel beams, enhancing efficiency in construction and minimizing environmental impact. The proposed cold-formed steel cantilever beam exhibits a substantial load-bearing capacity of 185.4 kg/KN, surpassing capacities of simply-supported RC beams (119 kg/KN) and fixed beams (165 kg/KN), suggesting its potential advantages in structural applications. Bridging structural engineering and material science, this research pioneers sustainable and cost-effective construction approaches for the future.

Keywords

• Ultimate moment capacity
• ABAQUS
• Perforation
• Cold-formed steel
• Finite element meshing