2007
DOI: 10.1016/j.ijmecsci.2006.08.018
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Analysis of stiffened corrugated plates based on the FSDT via the mesh-free method

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Cited by 97 publications
(27 citation statements)
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“…Cheng et al (2006) proposed finite element analysis approach to evaluate equivalent elastic properties of complex sandwich structures. The elastic bending of unstiffened and stiffened corrugated plates was studied by Peng et al (2007), where a mesh-free Galerkin method was applied in the analysis. A method for the modelling of a corrugated board panel was outlined by Isaksson et al (2007) -corrugated core sandwiches were homogenized and the panels transformed to equivalent homogeneous layers with effective equal properties.…”
Section: Introductionmentioning
confidence: 99%
“…Cheng et al (2006) proposed finite element analysis approach to evaluate equivalent elastic properties of complex sandwich structures. The elastic bending of unstiffened and stiffened corrugated plates was studied by Peng et al (2007), where a mesh-free Galerkin method was applied in the analysis. A method for the modelling of a corrugated board panel was outlined by Isaksson et al (2007) -corrugated core sandwiches were homogenized and the panels transformed to equivalent homogeneous layers with effective equal properties.…”
Section: Introductionmentioning
confidence: 99%
“…They proposed an equivalent orthotropic model by taking into account both extensional and bending rigidities. Peng et al [104] investigated the equivalent elastic properties of sinusoidal and trapezoidal corrugated plates by means of a mesh-free Galerkin method. Liew et al [105] used this method for the geometrically nonlinear analysis of stiffened and unstiffened corrugated plates.…”
Section: -6 Homogenization and Equivalent Modellingmentioning
confidence: 99%
“…Then, the deformation feature is predicted to provide theoretical guidance and basis for the structure optimization. For further comparison and analysis, the basis of the tensile test is also provided [7][8][9][10].…”
Section: Introductionmentioning
confidence: 99%