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International Journal for Multiscale Computational Engineering

Erscheint 6 Ausgaben pro Jahr

ISSN Druckformat: 1543-1649

ISSN Online: 1940-4352

The Impact Factor measures the average number of citations received in a particular year by papers published in the journal during the two preceding years. 2017 Journal Citation Reports (Clarivate Analytics, 2018) IF: 1.4 To calculate the five year Impact Factor, citations are counted in 2017 to the previous five years and divided by the source items published in the previous five years. 2017 Journal Citation Reports (Clarivate Analytics, 2018) 5-Year IF: 1.3 The Immediacy Index is the average number of times an article is cited in the year it is published. The journal Immediacy Index indicates how quickly articles in a journal are cited. Immediacy Index: 2.2 The Eigenfactor score, developed by Jevin West and Carl Bergstrom at the University of Washington, is a rating of the total importance of a scientific journal. Journals are rated according to the number of incoming citations, with citations from highly ranked journals weighted to make a larger contribution to the eigenfactor than those from poorly ranked journals. Eigenfactor: 0.00034 The Journal Citation Indicator (JCI) is a single measurement of the field-normalized citation impact of journals in the Web of Science Core Collection across disciplines. The key words here are that the metric is normalized and cross-disciplinary. JCI: 0.46 SJR: 0.333 SNIP: 0.606 CiteScore™:: 3.1 H-Index: 31

Indexed in

MULTISCALE HOMOGENIZATION SCHEMES FOR THE CONSTRUCTION OF SECOND-ORDER GRADE ANISOTROPIC CONTINUUM MEDIA OF ARCHITECTURED MATERIALS

Volumen 15, Ausgabe 1, 2017, pp. 35-78
DOI: 10.1615/IntJMultCompEng.2017016848
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ABSTRAKT

We presently construct effective second-order grade anisotropic continuum models equivalent to initially discrete periodic beam lattices. This entails the construction of a second-order grade continuum with effective mechanical properties at the first and second order, accounting for the impact of the underlying microstructure on the overall effective mechanical response. % of the effective continuum. Starting from the weak form of the equilibrium equations of the lattice and writing the expansion of the discrete displacement up to the second-order gradient of the continuum displacement field, the expressions of the Cauchy stress and the hyperstress tensors of the effective second-order grade continuum are identified versus the first and second-order gradients of the displacement field. Three models of increasing complexity of the beam kinematics are presented: a first model relying on the displacement as the sole kinematic variable, a second model incorporating a local microrotation in addition to the displacement as kinematic descriptors, and a third model accounting for the network curvature considering a general parameterization of the material points with curvilinear coordinates, and two hierarchical scales of the microstructure. The consideration of the local microrotation is shown to strongly improve the quality of the homogenized second-order gradient continuum, when comparing the effective first- and second-order moduli with the corresponding FE computed moduli. The relevance of the third more complex model is illustrated by two examples showing a strong effect of the microstructured beams on the evaluated second-order effective elastic properties.

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