Object of this thesis is the analysis of laminated plane beams with straight or curved axis and study of Reissner‐Mindlin laminated plates. For such structures, as it is well known, non‐negligible transverse shear stresses arise, so that shear strains become an important issue. The finite elements proposed are developed with a hybrid‐mixed approach for linear analysis and for evaluation of buckling and delamination phenomena.
ELEMENTI FINITI A PIU’ CAMPI PER LO STUDIO DI ELEMENTI STRUTTURALI IN COMPOSITO LAMINATO
BATTAGLIA, Riccardo
2010
Abstract
Object of this thesis is the analysis of laminated plane beams with straight or curved axis and study of Reissner‐Mindlin laminated plates. For such structures, as it is well known, non‐negligible transverse shear stresses arise, so that shear strains become an important issue. The finite elements proposed are developed with a hybrid‐mixed approach for linear analysis and for evaluation of buckling and delamination phenomena.File in questo prodotto:
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