1973
DOI: 10.1017/s0001925900006703
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Experimental Buckling Loads of Sandwich Panels with Carbon Fibre Faceplates

Abstract: SummaryExperiments to determine the overall buckling and faceplate wrinkling loads of sandwich panels with carbon fibre reinforced plastic faces and honeycomb cores when loaded under uniaxial compression are described. The results are compared with theoretical predictions which assume that the faceplates are orthotropic. The effect on the experimental loads of certain coupling terms, which occur in the constitutive equations of those faceplates which are not orthotropic, is then considered.

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Cited by 56 publications
(14 citation statements)
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“…The failure is entirely due to the collapse of the face sheet. Analytical calculations were also carried out to compute the critical load using Equation (3). This was done only for the specimens without teflon implants.…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…The failure is entirely due to the collapse of the face sheet. Analytical calculations were also carried out to compute the critical load using Equation (3). This was done only for the specimens without teflon implants.…”
Section: Resultsmentioning
confidence: 99%
“…They glued wooden strips 12.7 mm wide and 3.2 mm thick to the faces of each specimen at the upper and lower edges in order to prevent the crushing, and conducted in-plane compression tests. Pearce and Webber [2,3] experimentally determined the buckling and face plate wrinkling loads for simply supported sandwich panels, made from fiber reinforced laminated carbon fiber face plates and honey-comb cores. They also performed numerical calculations for overall buckling and faceplate wrinkling of simply supported sandwich panels.…”
Section: Introductionmentioning
confidence: 99%
“…They used the model to calculate wrinkling and overall buckling of anisotropic sandwich panels due to compressive in-plane forces. The results were compared to experimental results by Pearce and Webber [8] and also Webber, et. al [9] and they are in good agreements.…”
Section: Introductionmentioning
confidence: 95%
“…Panel (1) For this example, Pearce and Webber [34] have firstly presented experimental buckling loads for simply supported sandwich panels. Subsequently Dafedar et al [21] have proposed two sets of mixed models based on layerwise (LW) as well as higher order (ESL) theories to analyze these buckling problems.…”
Section: Numerical Examplesmentioning
confidence: 99%