2000
DOI: 10.1016/s0263-8223(99)00087-2
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Buckling and failure analysis of FRP faced sandwich plates

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Cited by 26 publications
(9 citation statements)
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“…However, modelling of their mechanical behaviour still leads to many problems, particularly in the description of 1D or 2D structures, such as beams, plates or shells. The broader discussion of those problems and solutions can be found in Muc et al [76,77,78,79,80].…”
Section: Distribution Of the Reinforcementmentioning
confidence: 99%
“…However, modelling of their mechanical behaviour still leads to many problems, particularly in the description of 1D or 2D structures, such as beams, plates or shells. The broader discussion of those problems and solutions can be found in Muc et al [76,77,78,79,80].…”
Section: Distribution Of the Reinforcementmentioning
confidence: 99%
“…40 For predicting the global performance and optimal design of sandwich panels with square honeycomb cores, a semi-analytical method (SAM) has been developed, 41 and the effects of the normal stresses and their influence on the sandwich behavior were investigated. 42 The transverse shear is included in an analysis to predict the critical buckling load. 43 Shear correction factors are employed to investigate the elastic stability behavior of simply supported anisotropic sandwich flat panels subjected to mechanical in-plane loads.…”
Section: Analytical Modelsmentioning
confidence: 99%
“…Akfert (1994) used the commercial FE package (Abaqus) with a foam material model based on a volumetric hardening model as described by Gibson et al (1982) Maiti et al (1984, and Gibson et al (1997), with skins, adhesive layers and core materials modelled as plain strain two-dimensional continuum elements. Muc and Zuchara (2000) investigated the buckling and failure analysis of thin-walled composite sandwich plates. Their 2-D geometrical nonlinear formulation was found to correlate well with the 3-D FE analysis.…”
Section: Structural Analysis and Design Checkingmentioning
confidence: 99%