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Numerical analysis of the behavior of a three-layer honeycomb panel with interlayer defects under action of dynamic load
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In: Structural Mechanics of Engineering Constructions and Buildings, Vol 17, Iss 4, Pp 357-365 (2021) (2021)
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Abstract:
The aim of the work is to study the effect of interlayer defects of the bundle type on the behavior of a rectangular flat three-layer panel with a honeycomb filler under the influence of a dynamic impact load. Methods. The problem was solved numerically using the finite element method in the Simcenter Femap and LS-DYNA (Livermore Software Technology Corp.) software complexes. For this purpose, a geometric model of a panel with a honeycomb placeholder was developed. Based on the geometric model, a finite element model of the panel was created using three-dimensional finite elements. In the software complexes, the finite element model was calculated under specified boundary conditions, then the stress fields and fracture indices in the panel were determined, taking into account and without taking into account damage. Results. The stress fields in the panel are numerically determined with and without defects. The fields of the failure indices of the panel layers under the impact load are investigated using various failure criteria (Puck, Hashin, LaRC03 (Langley Research Center)) of polymer composite materials. The analysis of the influence of a defect on the behavior of a honeycomb panel under the impact load is carried out.
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Keyword:
Architectural engineering. Structural engineering of buildings; composite failure criteria; damage; defect; dynamic load; finite element method; honeycomb; TH845-895; three-layer panel
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URL: https://doaj.org/article/f419fc801bbe4a92800bbf22182e6687
https://doi.org/10.22363/1815-5235-2021-17-4-357-365
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Numerical analysis of layered composite panel behavior with interlaminar defects subject to dynamic loads
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In: Structural Mechanics of Engineering Constructions and Buildings, Vol 15, Iss 2, Pp 127-134 (2019) (2019)
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