Free Vibration Analysis of an Euler Beam of Variable Width on the Winkler Foundation Using Homotopy Perturbation Method
Author
Source
Mathematical Problems in Engineering
Issue
Vol. 2013, Issue 2013 (31 Dec. 2013), pp.1-9, 9 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2013-04-18
Country of Publication
Egypt
No. of Pages
9
Main Subjects
Abstract EN
Homotopy Perturbation Method (HPM) is employed to investigate the vibration of an Euler beam resting on an elastic foundation.
The beam is assumed to have variable stiffness along its length.
HPM is an easy-to-use and very efficient technique for the solution of linear or nonlinear problems.
HPM produces analytical approximate expression which is continuous in the solution domain.
This work assures that HPM is a promising method for the vibration analysis of the variable stiffness Euler beams on elastic foundation.
Different case problems have been solved by using the technique, and solutions have been compared with those available in the literature.
American Psychological Association (APA)
Mutman, Utkan. 2013. Free Vibration Analysis of an Euler Beam of Variable Width on the Winkler Foundation Using Homotopy Perturbation Method. Mathematical Problems in Engineering،Vol. 2013, no. 2013, pp.1-9.
https://search.emarefa.net/detail/BIM-1010496
Modern Language Association (MLA)
Mutman, Utkan. Free Vibration Analysis of an Euler Beam of Variable Width on the Winkler Foundation Using Homotopy Perturbation Method. Mathematical Problems in Engineering No. 2013 (2013), pp.1-9.
https://search.emarefa.net/detail/BIM-1010496
American Medical Association (AMA)
Mutman, Utkan. Free Vibration Analysis of an Euler Beam of Variable Width on the Winkler Foundation Using Homotopy Perturbation Method. Mathematical Problems in Engineering. 2013. Vol. 2013, no. 2013, pp.1-9.
https://search.emarefa.net/detail/BIM-1010496
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1010496