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Eigenfrequencies of Pseudo 3D Thick-Walled Composite Arches
Authors: Doležel Vladimír | Procházka Petr
Year: 2009
Type of publication: článek ve sborníku
Name of source: Proceedings of the 8th International Conference on Shock and Impact Loads on Structures
Publisher name: CI-Premier Pte Ltd
Place: Singapore
Page from-to: 489-496
Titles:
Language Name Abstract Keywords
cze Vlastní frekvence tenkostěnného kompozitního oblouku Matematické řešení laminátových oblouků v tomto příspěvku je provedeno za předpokladu anizotropních vlastností jednotlivých vrstev a existence rovinné deformace. dynamická odezva;cylindrický laminátový oblouk;anizotropní vrstvy;nárazové zatížení;semianalytické řešení;vlastní frekvence
eng Eigenfrequencies of Pseudo 3D Thick-Walled Composite Arches In this work laminatedarches are solved under the condition that anisotropic layers are consider and the generalized plane strain state is assumed. In the frame of this assumption it is also supposed the arch is long enough to assume that the dependence of radial and hoop displacements on the axial coordinate is fairly negligible. Mathematical apparatus is fully discussed and formulas needed for programming on computers are derived. The focus here is concentrated on the problem of impact load, which can be simplified by developing the time coordinate into the Fourier series. dynamical response;cylindrical laminated arches;anisotropic layers;impact load;semi-analytic solution;eigenfrequencies