@misc{10481/109101,
year = {2021},
month = {9},
url = {https://hdl.handle.net/10481/109101},
abstract = {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.},
organization = {Ministerio de Economía, Industria y Competitividad, BIA2017-82650-R and PID2020-114386RB-I00},
publisher = {Taylor and Francis},
keywords = {Transformed-section method},
keywords = {Composite glulam beams},
keywords = {Multispecies timber beams},
title = {Transformed-section method applied to multispecies glulam timber beams subjected to pure bending},
doi = {10.1080/15376494.2021.1985665},
author = {Timbolmas, Cristian Ioan and Bravo Pareja, Rafael and Rescalvo Fernández, Francisco José and Portela, María},
}