Transformed-section method applied to multispecies glulam timber beams subjected to pure bending

Identificadores
URI: https://hdl.handle.net/10481/109101
ISSN: 1537-6494
ISSN: 1537-6532
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Autor
Timbolmas, Cristian Ioan; Bravo Pareja, Rafael; Rescalvo Fernández, Francisco José; Portela, María
Editorial
Taylor and Francis
Materia
Transformed-section method
 
Composite glulam beams
 
Multispecies timber beams
 
Fecha
2021-09-22
Referencia bibliográfica
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
Patrocinador
Ministerio de Economía, Industria y Competitividad, BIA2017-82650-R and PID2020-114386RB-I00
Resumen
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.
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Attribution-NonCommercial-NoDerivatives 4.0 Internacional
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