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Dynamic interaction of various beams with the underlying soil - finite and infinite, half-space and Winkler models - MaRDI portal

Dynamic interaction of various beams with the underlying soil - finite and infinite, half-space and Winkler models (Q950451)

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scientific article; zbMATH DE number 5355956
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English
Dynamic interaction of various beams with the underlying soil - finite and infinite, half-space and Winkler models
scientific article; zbMATH DE number 5355956

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    Dynamic interaction of various beams with the underlying soil - finite and infinite, half-space and Winkler models (English)
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    22 October 2008
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    Using the integral Fourier transform method, the author analyzes the dynamics of beams lying on an elastic half-space and subject to harmonic loads. A number of asymptotic expressions and approximations of the solutions are found. The Winkler approximation is discussed in detail, in order to give realistic foundation-rail systems for vehicle-track interaction modeling.
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    integral Fourier transform
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    bending waves
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    Rayleigh wave
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    railway track vibration
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