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A new homogenization scheme for beam and plate structures without a priori requirements on boundary conditions

Müller, Maximilian ; Klarmann, Simon ; Gruttmann, Friedrich (2025)
A new homogenization scheme for beam and plate structures without a priori requirements on boundary conditions.
In: Computational Mechanics : Solids, Materials, Complex Fluids, Fluid-Structure-Interaction, Biological Systems, Micromechanics, Multiscale Mechanics, Additive Manufacturing, 2022, 70 (6)
doi: 10.26083/tuprints-00028477
Artikel, Zweitveröffentlichung, Verlagsversion

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Kurzbeschreibung (Abstract)

This contribution picks up on a novel approach for a first order homogenization procedure based on the Irving-Kirkwood theory and provides a finite element implementation as well as applications to beam and plate structures. It does not have the fundamental problems of dependency from representative volume element (RVE) size in determining the shear and torsional stiffness for beams and plates, that is present in classic Hill-Mandel methods. Due to the possibility of using minimal boundary conditions whilst simultaneously reusing existing homogenization algorithms, creation of models and numerical implementation are much more straight forward. The presented theory and FE formulation are limited to materially and geometrically linear problems. The approach to determining shear stiffness is based on the assumption of a quadratic shear stress distribution over the height (and width in case of the beam), which causes warping of the cross-section under transverse shear loading. Results for the homogenization scheme are shown for various beam and plate configurations and compared to values from well known analytical solutions or computed full scale models.

Typ des Eintrags: Artikel
Erschienen: 2025
Autor(en): Müller, Maximilian ; Klarmann, Simon ; Gruttmann, Friedrich
Art des Eintrags: Zweitveröffentlichung
Titel: A new homogenization scheme for beam and plate structures without a priori requirements on boundary conditions
Sprache: Englisch
Publikationsjahr: 17 Januar 2025
Ort: Darmstadt
Publikationsdatum der Erstveröffentlichung: Dezember 2022
Ort der Erstveröffentlichung: Berlin ; Heidelberg
Verlag: Springer
Titel der Zeitschrift, Zeitung oder Schriftenreihe: Computational Mechanics : Solids, Materials, Complex Fluids, Fluid-Structure-Interaction, Biological Systems, Micromechanics, Multiscale Mechanics, Additive Manufacturing
Jahrgang/Volume einer Zeitschrift: 70
(Heft-)Nummer: 6
DOI: 10.26083/tuprints-00028477
URL / URN: https://tuprints.ulb.tu-darmstadt.de/28477
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Herkunft: Zweitveröffentlichung DeepGreen
Kurzbeschreibung (Abstract):

This contribution picks up on a novel approach for a first order homogenization procedure based on the Irving-Kirkwood theory and provides a finite element implementation as well as applications to beam and plate structures. It does not have the fundamental problems of dependency from representative volume element (RVE) size in determining the shear and torsional stiffness for beams and plates, that is present in classic Hill-Mandel methods. Due to the possibility of using minimal boundary conditions whilst simultaneously reusing existing homogenization algorithms, creation of models and numerical implementation are much more straight forward. The presented theory and FE formulation are limited to materially and geometrically linear problems. The approach to determining shear stiffness is based on the assumption of a quadratic shear stress distribution over the height (and width in case of the beam), which causes warping of the cross-section under transverse shear loading. Results for the homogenization scheme are shown for various beam and plate configurations and compared to values from well known analytical solutions or computed full scale models.

Freie Schlagworte: Multiscale simulation of beam and plate systems, FE2, Boundary conditions on the RVE, Irving-Kirkwood theory, Standard nodal degrees of freedom
Status: Verlagsversion
URN: urn:nbn:de:tuda-tuprints-284778
Sachgruppe der Dewey Dezimalklassifikatin (DDC): 500 Naturwissenschaften und Mathematik > 530 Physik
600 Technik, Medizin, angewandte Wissenschaften > 620 Ingenieurwissenschaften und Maschinenbau
Fachbereich(e)/-gebiet(e): 13 Fachbereich Bau- und Umweltingenieurwissenschaften
13 Fachbereich Bau- und Umweltingenieurwissenschaften > Fachgebiete der Mechanik
13 Fachbereich Bau- und Umweltingenieurwissenschaften > Fachgebiete der Mechanik > Fachgebiet Festkörpermechanik
Hinterlegungsdatum: 17 Jan 2025 10:11
Letzte Änderung: 20 Jan 2025 10:25
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