1996
DOI: 10.1007/bf00134976
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Analytical determination of the ultimate strength of sandwich beams

Abstract: An analytical determination of the ultimate strength of a typical GRP/PVC sandwich beam has been performed. These beams represent common building practise in marine applications. Equations describing the behaviour of a sandwich panel under beam loading and various failure modes have been developed. The method has been applied to predict the ultimate load for a simple supported sandwich beam. The critical loads have been compared with those from the experimental investigation of a typical bulkhead-to-hull GRP/P… Show more

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Cited by 19 publications
(8 citation statements)
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“…As it is observed from Figures 7 and 8 we have the formation of an indentation zone which is associated with significant bending moments and compressive normal stresses at the upper face/core interface beneath the concentrated load, and with peak shear and tensile transverse normal stresses at the upper face-core interface near the edge of the indentation zone. The aforementioned conclusions are in good agreement with the results presented in [23][24][25][26]. As it is noticed in [26] and from Figure 7 in the nonlinear load-deflection range, if displacements become large, the indentation zone deepens, its width decreases, and local buckling waves form at the compressed face sheet (shape of deformation of the compressed face sheet) from the edge of the indentation zone.…”
Section: Numerical Results and Discussionsupporting
confidence: 91%
“…As it is observed from Figures 7 and 8 we have the formation of an indentation zone which is associated with significant bending moments and compressive normal stresses at the upper face/core interface beneath the concentrated load, and with peak shear and tensile transverse normal stresses at the upper face-core interface near the edge of the indentation zone. The aforementioned conclusions are in good agreement with the results presented in [23][24][25][26]. As it is noticed in [26] and from Figure 7 in the nonlinear load-deflection range, if displacements become large, the indentation zone deepens, its width decreases, and local buckling waves form at the compressed face sheet (shape of deformation of the compressed face sheet) from the edge of the indentation zone.…”
Section: Numerical Results and Discussionsupporting
confidence: 91%
“…Four main collapse modes have been identified for three point bending with cylindrical rollers: the face yield, wrinkling of the compressive face-sheet, core shear and indentation collapse modes. These mechanisms have been studied and verified extensively in the literature [41][42][43][44][45][46][47]. Since these calculations offer theoretical upper-bound estimates for the collapse load, mechanics of a composite beam [48] are employed instead.…”
Section: Analytical Predictionsmentioning
confidence: 99%
“…The failure mechanisms considered were face yielding, face wrinkling, core shear, core tensile yield, core compressive yield, core indentation, debonding. These modes of collapse have been conformed by many investigators [1,4,10,[23][24][25][26].…”
Section: Effect Of Skin Hybridization On the Failure Behavior Of Sandmentioning
confidence: 73%