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Sociedad Chilena de Mecánica Computacional Jornadas de Mecánica Computacional 8-9 de octubre de 2015 Concepción - Chile AN INVESTIGATION ON THE WOOD CELL-WALL BY A TWO-SCALE FULLY-COUPLED COMPUTATIONAL HOMOGENISATION SCHEME A.S. Bezmalinovic * y E.I. Saavedra Flores * * Departamento de Ingeniería en Obras Civiles, Universidad de Santiago de Chile. Av. Ecuador 3659 - Santiago - CHILE e-mail : [email protected], [email protected] RESUMEN This paper is concerned to investigate the mechanical behavior of the wood cell-wall using a Finite Element-based fully-coupled Multi-scale Computational Homogenisation scheme [1]. The approach to improve the understanding of the mechanical and physical properties of wood is through its hierarchical nature, distributed across multiple spatial scales. A Representative Volume Element (RVE) of timber’s nanostructural differentiation unit (the Microfibril) is esta- blished through the Elasto-Plastic characterization of its main constituents – Cellulose (and its crystalline and amorphous periodic phases), Hemicellulose and Lignin [2]. The microscopic equilibrium problem of the previous RVE is solved at each Gauss point of the Finite Element mesh of a new RVE, corresponding to a hexahedral portion of the S2 wood cell-wall. Such fully-coupled numerical approach has usually been called “FEA 2 ” [3]. An evaluation of the homogenised material response is performed based on the Microfibril Angle (MFA) within a range of 0 to 40 . In summary, a time-discrete non-linear material law for the wood cell-wall is presented, which and can be directly incorporated into a new Homogenisation-based Multi-scale analysis – as the material law for a honeycomb-type Finite Element model of the wood cell-wall, representing the microscopic scale. Agradecimientos A.S. Bezmalinovic and E.I. Saavedra Flores acknowledge the support from the Department of Civil Engineering, University of Santiago, Chile, and from the Chilean National Commission for Scientific and Technological Research (CONICYT), through Grant FONDECYT No.1140245. REFERENCIAS [1] Saavedra Flores E. I. and De Souza Neto E. A. “Remarks on symmetry conditions in computational homogenisation problems”. Engineering Computations, 27(4), pp. 551– 575 (2010). [2] Salmén L. “Micromechanical understanding of cell-wall structure”. Comptes Rendus Bio- logies, 327(9-10), pp. 873–880 (2004). [3] Feyel F. “Multiscale FEA 2 elastoviscoplastic analysis of composite structures”, Compu- tational Materials Science, 16(1-4), pp. 344–354 (1999).

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  • !Sociedad Chilena deMecnica Computacional

    Jornadas de Mecnica Computacional8-9 de octubre de 2015

    Concepcin - Chile

    AN INVESTIGATION ON THEWOOD CELL-WALL BY A TWO-SCALEFULLY-COUPLED COMPUTATIONAL HOMOGENISATION SCHEME

    A.S. Bezmalinovic y E.I. Saavedra Flores Departamento de Ingeniera en Obras Civiles, Universidad de Santiago de Chile.

    Av. Ecuador 3659 - Santiago - CHILEe-mail : [email protected], [email protected]

    RESUMEN

    This paper is concerned to investigate the mechanical behavior of the wood cell-wall using aFinite Element-based fully-coupled Multi-scale Computational Homogenisation scheme [1].The approach to improve the understanding of the mechanical and physical properties of woodis through its hierarchical nature, distributed across multiple spatial scales. A RepresentativeVolume Element (RVE) of timbers nanostructural differentiation unit (the Microfibril) is esta-blished through the Elasto-Plastic characterization of its main constituents Cellulose (and itscrystalline and amorphous periodic phases), Hemicellulose and Lignin [2].The microscopic equilibrium problem of the previous RVE is solved at each Gauss point ofthe Finite Element mesh of a new RVE, corresponding to a hexahedral portion of the S2 woodcell-wall. Such fully-coupled numerical approach has usually been called FEA2 [3].An evaluation of the homogenised material response is performed based on the MicrofibrilAngle (MFA) within a range of 0 to 40.In summary, a time-discrete non-linear material law for the wood cell-wall is presented, whichand can be directly incorporated into a new Homogenisation-based Multi-scale analysis as thematerial law for a honeycomb-type Finite Element model of the wood cell-wall, representingthe microscopic scale.

    AgradecimientosA.S. Bezmalinovic and E.I. Saavedra Flores acknowledge the support from the Department ofCivil Engineering, University of Santiago, Chile, and from the Chilean National Commissionfor Scientific and Technological Research (CONICYT), through Grant FONDECYTNo.1140245.

    REFERENCIAS

    [1] Saavedra Flores E. I. and De Souza Neto E. A. Remarks on symmetry conditions incomputational homogenisation problems. Engineering Computations, 27(4), pp. 551575 (2010).

    [2] Salmn L. Micromechanical understanding of cell-wall structure. Comptes Rendus Bio-logies, 327(9-10), pp. 873880 (2004).

    [3] Feyel F. Multiscale FEA2 elastoviscoplastic analysis of composite structures, Compu-tational Materials Science, 16(1-4), pp. 344354 (1999).