- Article
Steel cellular beams have become widely used in construction projects, particularly for long-span structures. This work focuses on stainless steel, which exhibits a nonlinear stress–strain behavior from low strain levels, without a well-defined yield plateau. Its conventional yield strength is determined at 0.2% plastic strain, followed by significant and continuous strain hardening up to failure. This mechanical characteristic directly affects the buckling resistance of structural elements, requiring the consideration of the variable tangent modulus Et in design models. In the absence of experimental tests on stainless steel cellular beams, a finite element model was developed and validated using tests carried out on carbon steel beams. An extensive parametric study was then conducted to analyze the influence of geometry and material characteristics. In total, the analysis involved 1400 finite element models. Based on these results, the strut model was validated for the seven stainless steel grades considered. Subsequently, recalibrated values of the coefficient C2 were proposed and made it possible to adjust the tangent modulus Et in the theoretical model. The new recalibrated coefficients are directly applicable to design formulations and extend the scope of application of the strut model to stainless steel cellular beams, with good predictive accuracy.
14 November 2026









