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Mathematical modelling of the stochastic mechanical properties of wood and its extensibility at small scales
Affiliation:1. Departamento de Ingeniería en Obras Civiles, Universidad de Santiago de Chile, Av. Ecuador, 3659 Santiago, Chile;2. Institute for Risk and Uncertainty, School of Engineering, University of Liverpool, Brownlow Hill, Liverpool L69 3GH, United Kingdom;3. Aeronautics and Astronautics, University of Southampton, Southampton SO171BJ, United Kingdom;4. Civil and Computational Engineering Centre, College of Engineering, Swansea University, Singleton Park, Swansea SA2 8PP, United Kingdom;5. Department of Metallurgy and Materials, The University of Birmingham, Birmingham B15 2TT, United Kingdom
Abstract:
This paper investigates the relation between the uncertain mechanical properties of wood and its extensibility at the ultrastructural scale. A statistical approximation to the output of a multi-scale constitutive model is adopted to predict the extensibility of wood in the presence of parametric uncertainty. By means of this procedure, a very large number of computationally intensive fully-coupled multi-scale simulations are avoided. Following this approach, four different micromechanical parameters are chosen to assess their influence on the extensibility of the material under tensile loading conditions. These are the degree of cellulose crystallinity, the ultimate strain and Young’s modulus of the hemicellulose–lignin matrix, and the thickness of the amorphous cellulose layer which covers the periodic crystalline portions of cellulose. We believe that a better understanding of the mechanisms of deformation and extensibility in wood and in natural materials can pave the way for the development of new strategies to design more advanced materials in engineering structures.
Keywords:Wood  Multi-scale modelling  Stochastic properties  Finite elements
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