The free vibration analysis of three-layered symmetric sandwich beams is carried out using the dynamic stiffness method. First the governing partial differential equations of motion in free natural vibration are derived using Ham-iltonÕs principle. The formulation leads to two partial differential e
Modelling the vibration of sandwich beams using frequency-dependent parameters
✍ Scribed by D. Backström; A.C. Nilsson
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 589 KB
- Volume
- 300
- Category
- Article
- ISSN
- 0022-460X
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✦ Synopsis
Various types of sandwich beams with foam or honeycomb cores are currently used in the industry, indicating the need for simple methods describing the dynamics of these complex structures. By implementing frequency-dependent parameters, the vibration of sandwich composite beams can be approximated using simple fourth-order beam theory. A higher-order sandwich beam model is utilized in order to obtain estimates of the frequency-dependent bending stiffness and shear modulus of the equivalent Bernoulli–Euler and Timoshenko models. The resulting predicted eigenfrequencies and transfer accellerance functions are compared to the data obtained from the higher-order model and from measurements.
📜 SIMILAR VOLUMES
method a b s t r a c t In this paper, free vibration analysis of sandwich beams with functionally graded material as core material is investigated. For the analysis, the element free Galerkin method and Galerkin formulation for two dimensional elasticity problems are considered. Penalty method is us