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Response of a prestressed elastic plate strip to a moving pressure load

โœ Scribed by Herbert Reismann


Publisher
Elsevier Science
Year
1964
Tongue
English
Weight
604 KB
Volume
278
Category
Article
ISSN
0016-0032

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โœฆ Synopsis


The dynamic response of an inl~nite, prestressed plate strip under a moving, distributed pressure load is determined. The transverse pressure load is assumed to propagate, with constant speed, in the direction which is parallel to the in~nite edges of the plate strip. The constant, uniform prestress acts in the plane of the plate in a direction which is parallel to the infinite edges of the plate strip. The problem is formulated as a boundary-value problem within the framework of the classical, small-deflection theory of thin plates, and solutions are obtained in terms of trigonometric series. It is shown that the shape of the resulting deflection pro~le of the plate depends strongly on the speed of propagation of the load as well as on the magnitude (and sense) of the prestress. Because damping is neglected, there exist combinations of load speed and prestress for which deflections become unbounded (critical speeds). The concepts of group and phase velocity are used to determine the steady-state response for supercritical speeds.


๐Ÿ“œ SIMILAR VOLUMES


RESPONSE OF A LAYERED ELASTIC MEDIUM TO
โœ GUNARATNE, M.; SANDERS, O. ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 766 KB

Analytical determination of stresses and deformations caused by moving loads is vital to foundation and pavement designs. In current applications, moving loads are often approximated to be vertical impact loads. In this work, however, a live load is modelled as a uniform distribution of normal or s