Bending and deformation of sandwich panels due to localized pressure were analyzed using both Rayleigh-Ritz and finite element methods. The faces were made of laminated composite plates, while the core was a honeycomb material. Carbon fiber and glass fiber reinforced plastics were used for composite plate faces. In the case of Rayleigh-Ritz method, first the total energy of the system was calculated and then taking the variations of the total energy, the sandwich panel deflections could be computed. The deflections were assumed by means of Fourier series. A finite element code NASTRAN was exploited extensively in the finite element method. 3-dimensional 8-node brick elements were used to model sandwich panels, for both the faces sheets and ...
To increase insight in the behaviour of non-reinforced sandwich panels with openings, experiments, f...
The paper addresses the elastic response of sandwich panels to local static and dynamic loading. The...
Abstract: Sandwich structures consisting of high-modulus thin skins and a low-modulus thick core are...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Abstract. Bending and deformation of sandwich panels due to localized pressure were analyzed using b...
A finite element method that uses shell element face sheets that are tied appropriately to a brick e...
A finite element method that uses shell element face sheets that are tied appropriately to a brick e...
To increase insight in the behaviour of non-reinforced sandwich panels with openings, experiments, f...
The paper addresses the elastic response of sandwich panels to local static and dynamic loading. The...
Abstract: Sandwich structures consisting of high-modulus thin skins and a low-modulus thick core are...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Bending and deformation of sandwich panels due to localized pressure were analyzed using both Raylei...
Abstract. Bending and deformation of sandwich panels due to localized pressure were analyzed using b...
A finite element method that uses shell element face sheets that are tied appropriately to a brick e...
A finite element method that uses shell element face sheets that are tied appropriately to a brick e...
To increase insight in the behaviour of non-reinforced sandwich panels with openings, experiments, f...
The paper addresses the elastic response of sandwich panels to local static and dynamic loading. The...
Abstract: Sandwich structures consisting of high-modulus thin skins and a low-modulus thick core are...