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A particular solution for a straight-crested wave propagating along an infinite beam is obtained.
This paper deals with the dynamic analysis of infinite beam models.
The model uses infinite beam and infinite plate behaviour as input quantities.
The railway track model is an infinite beam resting on multi-parameter viscoelastic subsoil.
Finally, three experiments were developed to locate an added discontinuity on a finite beam, a crack in an infinite beam with depth ratio of 1/2, and a crack in an infinite beam with depth ratio of 1/6, respectively.
The finite beam is replaced by an infinite beam under spatially periodic excitation and periodic support reactions.
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Experiments are made on both finite and "infinite" beams.
The band structure of dispersion diagrams for axial and flexural waves of quasiperiodic infinite beams is investigated.
Simplified plane models of the foundation are presented for the analysis of finite and infinite beams, respectively.
The track and the slab are considered as infinite beams with bending stiffness, loss factor and mass per unit length.
Differences between the controlled behaviour of finite length, semi-infinite and infinite beams are examined and described qualitatively in terms of the physical mechanisms involved.
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