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A CLOSED-FORM SOLUTION OF A BERNOULLI-EULER BEAM ON A VISCOELASTIC FOUNDATION UNDER HARMONIC LINE LOADS

✍ Scribed by L. SUN

Publisher
Elsevier Science
Year
2001
Tongue
English
Weight
259 KB
Volume
242
Category
Article
ISSN
0022-460X

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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