2019
DOI: 10.1016/j.ijsolstr.2018.09.007
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Gradient elasticity and dispersive wave propagation: Model motivation and length scale identification procedures in concrete and composite laminates

Abstract: Nano-scale experimental findings reveal that wave propagation in heterogeneous materials is dispersive. In order to capture such dispersive behavior, in this paper gradient elasticity theory is resorted to. A popular gradient elasticity model arising from Mindlin's theory incorporates two internal length scale parameters, which correspond to one micro-stiffness and one micro-inertia term. As an extension of Mindlin's model, an expanded three-length-scale gradient elasticity formulation with one additional micr… Show more

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Cited by 41 publications
(7 citation statements)
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“…This technique, which has been also successfully tested in comparative studies by Gómez-Silva et al [17] and Gómez-Silva and Zaera [18], is here applied to a representative case of square beam-lattice to obtain the field equations governing the motion of the equivalent non-local continuum formulated at different orders. Through the presented approach both non-local stiffness and inertia terms are obtained, in agreement with the non-local continuum models proposed by the seminal papers of Mindlin (1964) [34], Eringen (1983) [35], Askes and Aifantis (2011) [36], and more recently by Bacigalupo and Gambarotta (2014) [37], De Domenico and Askes [12], and De Domenico et al [13].…”
Section: Introductionsupporting
confidence: 83%
“…This technique, which has been also successfully tested in comparative studies by Gómez-Silva et al [17] and Gómez-Silva and Zaera [18], is here applied to a representative case of square beam-lattice to obtain the field equations governing the motion of the equivalent non-local continuum formulated at different orders. Through the presented approach both non-local stiffness and inertia terms are obtained, in agreement with the non-local continuum models proposed by the seminal papers of Mindlin (1964) [34], Eringen (1983) [35], Askes and Aifantis (2011) [36], and more recently by Bacigalupo and Gambarotta (2014) [37], De Domenico and Askes [12], and De Domenico et al [13].…”
Section: Introductionsupporting
confidence: 83%
“…Furthermore, new gradientenriched elasticity models, such as complete anisotropic strain-gradient elasticity [14,15], spatial-temporal nonlocal homogenisation models [16,17] and dispersive gradient elasticity with multiple micro-inertia terms [18,19], have increased the versatility of the gradient elasticity modelling framework. In parallel, procedures for the identification of model coefficients, including higher-order length scales, have been presented in [20,21,22]. An overview of formulations and length scale identification procedures can be found in [23].…”
Section: Introductionmentioning
confidence: 99%
“…Metrikine et Askes developed a stable and dynamic consistent high-order continuum model with two additional material parameters from a 2D lattice by supposing that the displacement vector of a higher-order continuum should represent an average of the particledisplacements of the underlying lattice [27]. In the research of Domenico [28,29], length scale identification is carried out by "continualization" a non-local lattice model with both distributed and lumped mass to a three-lengthscale gradient model by employing a higher-order homogenization. In the present work, one direct map operation, that has been used in research [30], is employed to obtain the continuum equation from a lattice, and the long-range interaction parameters are identified in the SSG theory model.…”
Section: Review Of the Ssg Theorymentioning
confidence: 99%