The purpose of this paper is to apply the modi"ed Vlasov model to the free vibration analysis of beams resting on elastic foundations and to analyze the e!ects of the subsoil depth, the beam length, their ratio and the value of the vertical deformation parameter within the subsoil on the frequency p
Buckling and vibration analysis of flexible beams resting on an elastic half-space
β Scribed by Dimitrios Karamanlidis; Vikas Prakash
- Publisher
- John Wiley and Sons
- Year
- 1988
- Tongue
- English
- Weight
- 495 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0098-8847
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π SIMILAR VOLUMES
The problem of non-stationary vibrations of an infinite elastic plate of constant thickness resting on an elastic isotropic half-space is solved. The equations of the plate motion take the rotary inertia and transverse shear deformations into account. Both welded and smooth contact between layer and
Natural frequencies and buckling stresses of a deep beam-column on twoparameter elastic foundations are analyzed by taking into account the e!ect of shear deformation, depth change (the transverse displacement w can vary in the depth direction of beam-columns) and rotatory inertia. By using the meth
The present paper examines the elastostatic problem pertaining to the axisymmetric loading of a rigid circular foundation resting on the surface of a non-homogeneous elastic half-space. The non-homogeneity corresponds to a depth variation in the linear elastic shear modulus according to the exponent
The main objective of the present work is to give the systematic way for derivation of Kirchhoff plate-elastic foundation interaction by mixed-type formulation using the GaL teaux differential instead of well-known variational principles of Hellinger-Reissner and Hu-Washizu. Foundation is a Pasterna