2019
DOI: 10.1111/str.12298
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Impact loading and modelling a multilayer aluminium corrugated/fin core: The effect of the insertion of imperfect fin layers

Abstract: The quasi‐static compression (0.0048 m/s) and Taylor‐like impact (135, 150, and 200 m/s) loading of a multilayer 1050 H14 aluminium corrugated core were investigated both experimentally and numerically in LS‐DYNA using the perfect and imperfect sample models. In the imperfect sample models, one or two layers of corrugated fin structure were replaced by the fin layers made of bent‐type cell walls. The localised deformation in the quasi‐static imperfect models of cylindrical sample started at the imperfect layer… Show more

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Cited by 4 publications
(16 citation statements)
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“…In the impact tests, the cylindrical FG-MSFs samples were directly impinged with the desired initial velocity of either 55 or 175 m/s. The applied impact tests in this study are very similar to the Taylor impact test setup [24] and the corresponding bar is named as incident bar for this configuration. This type of impact test is a non-equilibrium test to investigate the development of shock stress in cellular materials.…”
Section: Mechanical Testsmentioning
confidence: 99%
See 4 more Smart Citations
“…In the impact tests, the cylindrical FG-MSFs samples were directly impinged with the desired initial velocity of either 55 or 175 m/s. The applied impact tests in this study are very similar to the Taylor impact test setup [24] and the corresponding bar is named as incident bar for this configuration. This type of impact test is a non-equilibrium test to investigate the development of shock stress in cellular materials.…”
Section: Mechanical Testsmentioning
confidence: 99%
“…3, u is the displacement, h is the length of the densified region, x is the uncrushed length, x o is the initial length of the crushed region, ρ is the density of the crushed region, ρ o is the initial density, l o is the initial length, ε d is the densification strain, and v o is the initial velocity. The following relation applies to the initial and crushed section density as [24]:…”
Section: Rigid-perfectly-plastic-locking (R-p-p-l) Modelmentioning
confidence: 99%
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