Abstract
This paper is dedicated to the study of the effect of moisture content on fracture properties of wood through the corresponding effect on the softening function used in cohesive zone model to describe quasi-brittle failure of wood. Bi-linear softening parameters of cohesive zone model are estimated from equivalent linear elastic fracture mechanics resistance curve obtained from a significant number of fracture tests performed in mode I for a wide range of moisture contents (from 5 to \(30\%\) moisture). The evolution of the cohesive zone parameters as a function of the moisture exhibits a moisture dependence of the fracture properties of wood and especially the increase of the cohesive energy related to the crack-bridging phenomenon.
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Acknowledgements
The authors thank the French National Research Agency (ANR) for supporting the study through the Xyloplate project, Equipex XYLOFOREST (ANR-10-EQPX-16). This work is also supported by the Regional Council of Aquitaine and by the CODIFAB. Computational aspects of the study were performed at MCIA (Mésocentre de Calcul Intensif Aquitain) of the Université de Bordeaux and of the Université de Pau et des Pays de l’Adour.
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Phan, N.A., Chaplain, M., Morel, S. et al. Influence of moisture content on mode I fracture process of Pinus pinaster: evolution of micro-cracking and crack-bridging energies highlighted by bilinear softening in cohesive zone model. Wood Sci Technol 51, 1051–1066 (2017). https://doi.org/10.1007/s00226-017-0907-8
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DOI: https://doi.org/10.1007/s00226-017-0907-8