2019
DOI: 10.1007/s00466-018-1665-7
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Fast statistical homogenization procedure (FSHP) for particle random composites using virtual element method

Abstract: Mechanical behaviour of particle composite materials is growing of interest to engineering applications. A computational homogenization procedure in conjunction with a statistical approach have been successfully adopted for the definition of the Representative Volume Element (RVE) size, that in random media is an unknown of the problem, and of the related equivalent elastic moduli. Drawback of such a statistical approach to homogenization is the high computational cost, which prevents the possibility to perfor… Show more

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Cited by 39 publications
(42 citation statements)
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“…In this Section, the steps of the automated so-called Fast Statistical Homogenization Procedure (FSHP) [1], based on the statistical homogenization procedure previously developed in [23] and briefly described in Section 1, are detailed. FSHP allows to compute overall homogenized mechanical parameters, in particular the anisotropic elasticity tensor.…”
Section: Fast Statistical Homogenization Procedures With Vemmentioning
confidence: 99%
See 3 more Smart Citations
“…In this Section, the steps of the automated so-called Fast Statistical Homogenization Procedure (FSHP) [1], based on the statistical homogenization procedure previously developed in [23] and briefly described in Section 1, are detailed. FSHP allows to compute overall homogenized mechanical parameters, in particular the anisotropic elasticity tensor.…”
Section: Fast Statistical Homogenization Procedures With Vemmentioning
confidence: 99%
“…FSHP with virtual element of k = 1 is particularly suitable for analysing low contrast materials [1], and in this paper a very low value of contrast (c → 0) is adopted, with the purpose of simulating a material with randomly distributed voids. Referring to the properties adopted in [11], an high value of Poisson coefficient has been adopted for the inclusions.…”
Section: Projection Operator and Construction Of The Stiffness Matrixmentioning
confidence: 99%
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“…Most of the existing approaches are devoted to the mechanical behavior of periodic (i.e. regular) masonries, for which a suitably defined unit cell plays the role of RVE, but there exist also different homogenization techniques for both linear and nonlinear analyses of random microstructures, already applied or directly applicable to irregular masonry structures [21][22][23]. Other multiscale strategies have been proposed that exploit different homogenization techniques based on the so-called Cauchy rule, and its, generalizations [24] that allowed the derivation of both classical and generalized continua able to properly represent scale effects, that in masonry materials are prominent [25][26][27][28][29].…”
Section: Introductionmentioning
confidence: 99%