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Global buckling response of sandwich panels with additively manufactured lattice cores

Osmanoglu, Serhat ; Mittelstedt, Christian (2024)
Global buckling response of sandwich panels with additively manufactured lattice cores.
In: Journal of Sandwich Structures & Materials
doi: 10.1177/10996362241282854
Artikel, Bibliographie

Kurzbeschreibung (Abstract)

This paper deals with the analytical and numerical global buckling analysis of rectangular sandwich plates utilized AlSi10 Mg in both facesheets and lattice cores. In this study, six different strut-based lattice core models are designed. Additionally, the buckling resistance of lattice panels is compared with a typical honeycomb panel. Analytical studies were carried out using Kirchoff plate theory (CLPT), first-order shear deformation theory (FSDT) coded on MATLAB and finite element (FE) analyses in Abaqus. In the theoretical approaches, the Navier solution is derived for sandwich plates with simply supported boundary conditions at all edges. In the FE analyses, validated homogenized lattice structures models were used to avoid excessive numbers of elements and to save computational time. The parametric effects of side-to-thickness ratio, and different designed core cells on global buckling responses are investigated. As a result of comparing the analytical results with the FE model, a good agreement is obtained, and it is found that analytical buckling analyses FSDT can be used within certain size limits for the global buckling analysis of lattice core sandwich structures.

Typ des Eintrags: Artikel
Erschienen: 2024
Autor(en): Osmanoglu, Serhat ; Mittelstedt, Christian
Art des Eintrags: Bibliographie
Titel: Global buckling response of sandwich panels with additively manufactured lattice cores
Sprache: Englisch
Publikationsjahr: 2024
Ort: London
Verlag: SAGE
Titel der Zeitschrift, Zeitung oder Schriftenreihe: Journal of Sandwich Structures & Materials
DOI: 10.1177/10996362241282854
Kurzbeschreibung (Abstract):

This paper deals with the analytical and numerical global buckling analysis of rectangular sandwich plates utilized AlSi10 Mg in both facesheets and lattice cores. In this study, six different strut-based lattice core models are designed. Additionally, the buckling resistance of lattice panels is compared with a typical honeycomb panel. Analytical studies were carried out using Kirchoff plate theory (CLPT), first-order shear deformation theory (FSDT) coded on MATLAB and finite element (FE) analyses in Abaqus. In the theoretical approaches, the Navier solution is derived for sandwich plates with simply supported boundary conditions at all edges. In the FE analyses, validated homogenized lattice structures models were used to avoid excessive numbers of elements and to save computational time. The parametric effects of side-to-thickness ratio, and different designed core cells on global buckling responses are investigated. As a result of comparing the analytical results with the FE model, a good agreement is obtained, and it is found that analytical buckling analyses FSDT can be used within certain size limits for the global buckling analysis of lattice core sandwich structures.

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Fachbereich(e)/-gebiet(e): 16 Fachbereich Maschinenbau
16 Fachbereich Maschinenbau > Fachgebiet für Konstruktiven Leichtbau und Bauweisen-KLuB (2023 umbenannt in Leichtbau und Strukturmechanik (LSM))
Hinterlegungsdatum: 26 Sep 2024 07:12
Letzte Änderung: 26 Sep 2024 07:12
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