Topic
Sandwich-structured composite
About: Sandwich-structured composite is a research topic. Over the lifetime, 5853 publications have been published within this topic receiving 101126 citations.
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TL;DR: In this paper, an instrumented Hopkinson pressure bar was used as a perforator and at the same time a measuring device for the measurement of piercing force-displacement curves under quasi-static and impact loadings.
Abstract: This paper reports an original inverse perforation tests on foam core sandwich panels under impact loading. The key point is the use of an instrumented Hopkinson pressure bar as a perforator and at the same time a measuring device. It aims at a high quality piercing force record during the whole perforation process, which is a lack of common free-flying projectile - target testing schemes. This new testing arrangement allows for the measurement of piercing force-displacement curves under quasi-static and impact loadings of sandwich samples, which is made of 40 mm AlSi7Mg0.5 Cymat foam cores and 0.8 mm thick 2024 T3 aluminium sheet as top and bottom skins. Compared with quasi-static top skin peak loads (the maximal load before the perforation of top skins) obtained under same geometric and clamping conditions and even in the case that the used foam core (Cymat) and aluminium skin sheet are known and have been confirmed rate insensitive, a significant enhancement under impact loading (25%) of the top skin peak load is found.
63 citations
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TL;DR: In this paper, the analysis of the elastic stiffnesses of corrugated core sandwich panels was performed in the framework of first-order shear deformation laminated plate theory and it was shown that the in-plane extensional and shear stiffness and the bending and twisting stiffnesses are dominated by the face sheets.
Abstract: The objective of this paper is to review and recast previous analytical approaches to the analysis of the elastic stiffnesses of corrugated core sandwich panels into the framework of first-order shear deformation laminated plate theory. Extensional, shear and bending stiffnesses will be determined and compared to measured data. It is shown that the in-plane extensional and shear stiffness and the bending and twisting stiffnesses are dominated by the face sheets and that calculated values agree with measured data. Transverse shear stiffnesses, however, are highly dependent on the integrity and shape of the core and the details of face-to-core bonding, and predictions were found to be highly unconservative. A major factor for the reduction in stiffnesses of the core is attributed to delamination damage of the web inflicted during the corrugation process.
62 citations
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TL;DR: In this article, the problem of the dynamic response of sandwich flat panels exposed to blast loadings is addressed, and the implications of the explosive charge, stand-off distance, directionality property of face sheets material, damping ratio, geometric nonlinearity, initial geometric imperfection, and of the characteristics of the blast, on dynamic response and dynamic magnification factor are put into evidence via a parametric study, and pertinent conclusions are outlined.
Abstract: The problem of the dynamic response of sandwich flat panels exposed to blast loadings is addressed. The sandwich model includes a number of non-classical effects such as the anisotropy and heterogeneity of face sheets, transverse orthotropy of the core layer, the geometrical non-linearities considered in the von Karman sense, as well as the initial geometric imperfections. As concerns the blast pulses considered in this analysis, these are due to either an underwater/in-air explosion, or are due to a pressure wave traveling across the panel span. Implications of the explosive charge, stand-off distance, directionality property of face sheets material, damping ratio, geometric non-linearity, initial geometric imperfection, and of the characteristics of the blast, on dynamic response and dynamic magnification factor are put into evidence via a parametric study, and pertinent conclusions are outlined.
62 citations
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TL;DR: In this article, the axially restrained non-composite steel-concrete-steel (SCS) panels were used to provide an effective means for protecting assets against severe impact attacks.
62 citations
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TL;DR: In this article, a semi-analytical method for bending analysis of corrugated-core, honeycomb-core and X-core sandwich panels is presented, where the real displacement of sandwich panels are divided into the global displacement field and local displacement field.
62 citations