Abstract
A cantilevered pipe subjected to external transverse (or lateral) force is investigated. Two cases of elastic foundations are considered: rotational and both linear and rotational. The major findings are the variations in frequency with flow velocity and displacements at different points and times
Similar content being viewed by others
References
Becker M, Hauger W, Winzen W1978 Exact stability analysis of uniform cantilevered pipes conveying fluid or gas.Arch. Mech. (Polish Acad. Sci.) 30: 757–768
Elishakoff I, Impollonia N 2001 Does a partial elastic foundation increase the flutter velocity of a pipe conveying fluid.J. Appl. Mech. 68: 206–212
Lilkova-Markova S V, Lolov D S 2003 Cantilevered pipe conveying fluid, lying on Winkler elastic foundation and loaded by transversal force at the free end.J. Building (Sofia) (4): 5–8
Wu J-S, Shin P-Y 2001 The dynamic analysis of a multispan fluid-conveying pipe subjected to external load.J. Sound Vibr. 239: 201–215
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Lilkova-Markova, S.V., Lolov, D.S. Vibrations of a pipe on elastic foundations. Sadhana 29, 259–262 (2004). https://doi.org/10.1007/BF02703775
Received:
Revised:
Issue Date:
DOI: https://doi.org/10.1007/BF02703775