Cold-formed steel (CFS) elements have gained significant attention in the field of
structural engineering due to their numerous advantages, including high strength-to-weight
ratio, cost-effectiveness, and ease of assembly and prefabrication. This review paper
presents a comprehensive state-of-the-art analysis of the design and analysis of CFS
structures, with a specific focus on columns and beams. The primary objectives and
aims of this review paper are to provide a detailed assessment of the factors influencing
the behavior and performance of CFS elements, including partial composite action,
fastener spacing, bolt arrangement, web aperture, stiffeners, and connection spacing,
to propose and present various formulas and methodologies that accurately estimate
critical buckling loads, strength, and moment resistance for CFS members, and to emphasize
the significance of proper screw and bolt placement in preventing premature failure
and enhancing the overall load-carrying capacity of CFS structures. Additionally,
the impact of temperature on the mechanical properties and performance of CFS members
is discussed. The review paper proposes different formulas and methodologies to accurately
estimate critical buckling loads, strength, and moment resistance for CFS members.
Moreover, the paper highlights the importance of proper screw and bolt placement to
prevent early failure and improve the overall load-carrying capacity of CFS structures.
The discussion also emphasizes the need for revisions in existing standards and codes
to provide more practical guidelines for designers and engineers. Overall, this state-of-the-art
review paper provides valuable insights and recommendations for researchers and practitioners
involved in the design and analysis of CFS elements.
