Scale{dependent homogenization of random composites as micropolar continua

Abstract A multitude of composite materials ranging from polycrystals to rocks, concrete, and masonry overwhelmingly display random morphologies. While it is known that a Cosserat (micropolar) medium model of such materials is superior to a Cauchy model, the size of the Representative Volume Element (RVE) of the effective homogeneous Cosserat continuum has so far been unknown. Moreover, the determination of RVE properties has always been based on the periodic cell concept. This study presents a homogenization procedure for disordered Cosserat-type materials without assuming any spatial periodicity of the microstructures. The setting is one of linear elasticity of statistically homogeneous and ergodic two-phase (matrix-inclusion) random microstructures. The homogenization is carried out according to a generalized Hill–Mandel type condition applied on mesoscales, accounting for non-symmetric strain and stress as well as couple-stress and curvature tensors. In the setting of a two-dimensional elastic medium made of a base matrix and a random distribution of disk-shaped inclusions of given density, using Dirichlet-type and Neumann-type loadings, two hierarchies of scale-dependent bounds on classical and micropolar elastic moduli are obtained. The characteristic length scales of approximating micropolar continua are then determined. Two material cases of inclusions, either stiffer or softer than the matrix, are studied and it is found that, independent of the contrast in moduli, the RVE size for the bending micropolar moduli is smaller than that obtained for the classical moduli. The results point to the need of accounting for: spatial randomness of the medium, the presence of inclusions intersecting the edges of test windows, and the importance of additional degrees of freedom of the Cosserat continuum.

[1]  Danilo Capecchi,et al.  Genesis of the multiscale approach for materials with microstructure , 2009 .

[2]  Roderic S. Lakes,et al.  Experimental microelasticity of two porous solids , 1986 .

[3]  P. Trovalusci,et al.  A generalized continuum formulation for composite microcracked materials and wave propagation in a bar , 2010 .

[4]  Rémy Dendievel,et al.  Estimating the overall properties of heterogeneous Cosserat materials , 1999 .

[5]  N. Kikuchi,et al.  Simulation of the multi-scale convergence in computational homogenization approaches , 2000 .

[6]  S. Pietruszczak,et al.  A mathematical description of macroscopic behaviour of brick masonry , 1992 .

[7]  P. Trovalusci,et al.  Non-linear micropolar and classical continua for anisotropic discontinuous materials , 2003 .

[8]  P. Trovalusci,et al.  Derivation of microstructured continua from lattice systems via principle of virtual works: the case of masonry-like materials as micropolar, second gradient and classical continua , 2014 .

[9]  A. Anthoine Derivation of the in-plane elastic characteristics of masonry through homogenization theory , 1995 .

[10]  A. Bacigalupo,et al.  NON-LOCAL COMPUTATIONAL HOMOGENIZATION OF PERIODIC MASONRY , 2011 .

[11]  R. Luciano,et al.  Homogenization technique and damage model for old masonry material , 1997 .

[12]  W. Nowacki Theory of Micropolar Elasticity , 1986 .

[13]  M. A. Kattis,et al.  Finite element method in plane Cosserat elasticity , 2002 .

[14]  Karam Sab,et al.  Discrete and continuous models for in plane loaded random elastic brickwork , 2009 .

[15]  Macrohomogeneity condition in dynamics of micropolar media , 2011 .

[16]  Nicola Cavalagli,et al.  Strength domain of non-periodic masonry by homogenization in generalized plane state , 2011 .

[17]  Somnath Ghosh,et al.  Micromechanical Analysis and Multi-Scale Modeling Using the Voronoi Cell Finite Element Method , 2011 .

[18]  Martin Ostoja-Starzewski,et al.  On the scaling from statistical to representative volume element in thermoelasticity of random materials , 2006, Networks Heterog. Media.

[19]  J. Middleton,et al.  Equivalent elastic moduli for brick masonry , 1989 .

[20]  P. Trovalusci,et al.  A multifield model for blocky materials based on multiscale description , 2005 .

[21]  Michal Šejnoha,et al.  From random microstructures to representative volume elements , 2007 .

[22]  R. Lakes Size effects and micromechanics of a porous solid , 1983 .

[23]  S. Forest,et al.  Asymptotic analysis of heterogeneous Cosserat media , 2001 .

[24]  Karam Sab,et al.  Periodization of random media and representative volume element size for linear composites , 2005 .

[25]  Roderic S. Lakes,et al.  EXPERIMENTAL METHODS FOR STUDY OF COSSERAT ELASTIC SOLIDS AND OTHER GENERALIZED ELASTIC CONTINUA , 1995 .

[26]  Gianfranco Capriz,et al.  Continua with Microstructure , 1989 .

[27]  Michel Fogli,et al.  Apparent and effective mechanical properties of linear matrix-inclusion random composites: Improved bounds for the effective behavior , 2012 .

[28]  M. Ostoja-Starzewski,et al.  On the Size of RVE in Finite Elasticity of Random Composites , 2006 .

[29]  R. C. Picu,et al.  Heterogeneous long-range correlated deformation of semiflexible random fiber networks. , 2009, Physical review. E, Statistical, nonlinear, and soft matter physics.

[30]  Martin Ostoja-Starzewski,et al.  Random field models of heterogeneous materials , 1998 .

[31]  E. Sacco,et al.  A multi-scale enriched model for the analysis of masonry panels , 2012 .

[32]  R. Hill Elastic properties of reinforced solids: some theoretical principles , 1963 .

[33]  P. Trovalusci,et al.  Block masonry as equivalent micropolar continua: the role of relative rotations , 2012 .

[34]  W. Nowacki,et al.  Theory of asymmetric elasticity , 1986 .

[35]  P. Trovalusci,et al.  Particulate random composites homogenized as micropolar materials , 2014 .

[36]  M. Ostoja-Starzewski,et al.  Towards scaling laws in random polycrystals , 2009 .

[37]  Patrick Onck,et al.  Cosserat modeling of cellular solids , 2002 .

[38]  Xikui Li,et al.  A version of Hill’s lemma for Cosserat continuum , 2009 .

[39]  Qipeng Liu Hill’s lemma for the average-field theory of Cosserat continuum , 2013 .

[40]  Vittorio Gusella,et al.  Random field and homogenization for masonry with nonperiodic microstructure , 2006 .

[41]  P. Trovalusci,et al.  Coupling Continuum and Discrete Models of Materials with Microstructure: A Multiscale Algorithm , 2010 .

[42]  Mircea Grigoriu,et al.  Probabilistic Models and Simulation of Irregular Masonry Walls , 2008 .

[43]  Gabriele Milani,et al.  Monte Carlo homogenized limit analysis model for randomly assembled blocks in-plane loaded , 2010 .

[44]  D. Jeulin,et al.  Determination of the size of the representative volume element for random composites: statistical and numerical approach , 2003 .

[45]  R. Hsieh,et al.  Mechanics of micropolar media , 1982 .

[46]  M. Ostoja-Starzewski Material spatial randomness: From statistical to representative volume element☆ , 2006 .

[47]  A. Eringen Microcontinuum Field Theories , 2020, Advanced Continuum Theories and Finite Element Analyses.

[48]  P. Trovalusci Molecular Approaches for Multifield Continua: origins and current developments , 2014 .

[49]  V. Kouznetsova,et al.  Multi‐scale constitutive modelling of heterogeneous materials with a gradient‐enhanced computational homogenization scheme , 2002 .

[50]  D. Addessi,et al.  A cosserat based multi-scale model for masonry structures , 2011 .

[51]  Wei Li,et al.  Comparisons of the size of the representative volume element in elastic, plastic, thermoelastic, and permeable random microstructures , 2007 .

[52]  Harm Askes,et al.  Representative volume: Existence and size determination , 2007 .

[53]  V. Kouznetsova,et al.  Multi-scale second-order computational homogenization of multi-phase materials : a nested finite element solution strategy , 2004 .