Assessment of the Effective Flange Width for Cold-Formed Steel-Timber Composite Beams: A Finite Element Study
Abstract
This paper proposes the use of cross-laminated timber (CLT) panels in conjunction with back-to-back cold-formed steel (CFS) channel or angle sections in combination with laminated veneer lumber (LVL) beam, for composite CFS-timber beams. Under a hogging and sagging moment, part of the CLT panel will act compositely with CFS-LVL in order to resist compression, while the lower part of CFS-LVL web will be in tension. Whilst shear lag effects have been well-researched for concrete-steel composite beams, there has been little research on this for CLT panels working with CFS-LVL sections. In this paper, the finite element method (FEM) is used to determine the effective flange width (FFW) for CFS-timber beams. In conclusion, the obtained result has shown that the EFW increases with any changes that lead to an increase in the ratio of the transverse layer’s depth to the longitudinal layer’s depth. Moreover, combinations of CFS sections with LVL have significantly resulted in the depth-of-beam decrease.
Reference
Reza Masoudnia; Zhiyuan Fang; Ashkan Hashemi; Saber Masoudnia; James B. P. Lim. (2026). Assessment of the Effective Flange Width for Cold-Formed Steel-Timber Composite Beams: A Finite Element Study. Buildings. https://doi.org/10.3390/buildings16020245
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