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Onset of separation between a beam and a tensionless elastic foundation under a moving load

✍ Scribed by Yechiel Weitsman


Publisher
Elsevier Science
Year
1971
Tongue
English
Weight
210 KB
Volume
13
Category
Article
ISSN
0020-7403

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## Abstract A closed‐form deflection response of a beam rest is presented in this paper using the integral transform method. The theory of linear partial differential equations is used to represent the deflection of beam subjected to a moving harmonic line load in integration form. The solution is