Transformed-section method applied to multispecies glulam timber beams subjected to pure bending Timbolmas, Cristian Ioan Bravo Pareja, Rafael Rescalvo Fernández, Francisco José Portela, María Transformed-section method Composite glulam beams Multispecies timber beams This work was supported by the Ministerio de Economía, Industria y Competitividad under Grants BIA2017-82650-R and PID2020-114386RB-I00 An analytical model, based on the Parallel axis theorem (Steiner theorem) and the procedure of the transformed-section method applied for the evaluation of the elastic moduli of composite timber beams, with different tensile-compressive elastic behaviour, is proposed. A comparison between experimental and analytic results has been made on multispecies glulam beams (Pine and Platanus timber), compared with mono-species ones. As well, the work presents the results of a parametric analysis, based on the global modulus and the equivalent moduli in tension and compression. 2025-12-22T09:43:11Z 2025-12-22T09:43:11Z 2021-09-22 journal article Published version: Timbolmas, C., Bravo, R., Rescalvo, F.J. & Portela, M. (2021). Transformed-section method applied to timber sections with different behavior in tension and compression subjected to pure bending. Mechanics of advanced materials and structures. (29), 27. Taylor & Francis. https://doi.org/10.1080/15376494.2021.1985665 1537-6494 1537-6532 https://hdl.handle.net/10481/109101 10.1080/15376494.2021.1985665 eng http://creativecommons.org/licenses/by-nc-nd/4.0/ open access Attribution-NonCommercial-NoDerivatives 4.0 Internacional Taylor and Francis