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fast fourier transform (fft)-based homogenisation methods  (Meso Scale Diagnostics LLC)

 
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    Meso Scale Diagnostics LLC fast fourier transform (fft)-based homogenisation methods
    Schematic illustration of the multiscale computational <t>homogenisation</t> approach considered in this paper.
    Fast Fourier Transform (Fft) Based Homogenisation Methods, supplied by Meso Scale Diagnostics LLC, used in various techniques. Bioz Stars score: 90/100, based on 1 PubMed citations. ZERO BIAS - scores, article reviews, protocol conditions and more
    https://www.bioz.com/product/fast+fourier+transform+(fft)-based+homogenisation+methods/fast+fourier+transform++fft++based+homogenisation+methods/pmc08303905-90-32-0
    Average 90 stars, based on 1 article reviews
    fast fourier transform (fft)-based homogenisation methods - by Bioz Stars, 2026-10
    90/100 stars

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    1) Product Images from "Reduced Order Multiscale Simulation of Diffuse Damage in Concrete"

    Article Title: Reduced Order Multiscale Simulation of Diffuse Damage in Concrete

    Journal: Materials

    doi: 10.3390/ma14143830

    Schematic illustration of the multiscale computational homogenisation approach considered in this paper.
    Figure Legend Snippet: Schematic illustration of the multiscale computational homogenisation approach considered in this paper.

    Techniques Used: Homogenization

    Material parameters for the large quarzitic aggregates and the calibrated parameters for mortar, containing a volume fraction φ q u a r t z = 30.34 % of fine quarzitic aggregates. The mortar matrix is assumed to contain a 8.3% volume fraction of initial microcracks with an initial aspect ratio of 23. In the investigated concrete sample, the material properties of the mortar matrix with a volume fraction of φ q u a r t z = 43.95 % are determined by varying the volume fraction of aggregate accordingly in the Mori–Tanaka based homogenisation procedure, while keeping other parameters unchanged (group Model parameters ). The following sources are used to determine the parameters: [ 1 − 3 ]—Experiment, [ 4 , 5 ] aspect ratio is taken within the range measured in [ <xref ref-type= 69 ], 6 —[ 24 , 70 ]." title="... fraction of aggregate accordingly in the Mori–Tanaka based homogenisation procedure, while keeping other parameters unchanged ..." property="contentUrl" width="100%" height="100%"/>
    Figure Legend Snippet: Material parameters for the large quarzitic aggregates and the calibrated parameters for mortar, containing a volume fraction φ q u a r t z = 30.34 % of fine quarzitic aggregates. The mortar matrix is assumed to contain a 8.3% volume fraction of initial microcracks with an initial aspect ratio of 23. In the investigated concrete sample, the material properties of the mortar matrix with a volume fraction of φ q u a r t z = 43.95 % are determined by varying the volume fraction of aggregate accordingly in the Mori–Tanaka based homogenisation procedure, while keeping other parameters unchanged (group Model parameters ). The following sources are used to determine the parameters: [ 1 − 3 ]—Experiment, [ 4 , 5 ] aspect ratio is taken within the range measured in [ 69 ], 6 —[ 24 , 70 ].

    Techniques Used: Homogenization

    Schematic illustration of the IDD homogenisation scheme.
    Figure Legend Snippet: Schematic illustration of the IDD homogenisation scheme.

    Techniques Used: Homogenization



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