Effect of boundary conditions in three alternative models of Timoshenko–Ehrenfest beams on Winkler elastic foundation

Authors

• Isaac Elishakoff, Florida Atlantic University
• Giulio Maria Tonzani, Alma Mater Studiorum Università di Bologna
• Alessandro Marzani, Alma Mater Studiorum Università di Bologna

Author Type

Faculty

Co-Author Type 1

Outside Researcher

Co-Author Type 2

Outside Researcher

Co-Author Type 3

Outside Researcher

College

Engineering and Computer Science

Department

Ocean and Mechanical Engineering

Document Type

Article

Publication/Event/Conference Title

Acta Mechanica

Publication Status

Version of Record

Abstract

In this paper we discuss about the free vibrations of a beam on Winkler foundation via original Timoshenko–Ehrenfest beam theory, as well as one of its truncated versions, and a model based on slope inertia. Differences between the three models are indicated. We analyze five different sets of boundary conditions, which are derived from the most typical end constraints: simply supported end, clamped end and free end. A detailed proof about the non-existence of zero frequencies for the free–free beam and for the simply supported–free beam is given. Differences between the models are indicated in the context of free vibrations of the beam on Winkler foundations.

First Page

1649

Last Page

1686

DOI

10.1007/s00707-017-2034-x

Publication Date

4-1-2018

Recommended Citation

Elishakoff, Isaac; Tonzani, Giulio Maria; and Marzani, Alessandro, "Effect of boundary conditions in three alternative models of Timoshenko–Ehrenfest beams on Winkler elastic foundation" (2018). Faculty Scholarship. 274.
https://digitalcommons.fau.edu/faculty_papers/274