The Euler-Bernoulli beam on a tensionless Winkler foundation: a simple problem of receding contact
The Euler-Bernoulli beam on a tensionless Winkler foundation: a simple problem of receding contact
A steel ruler supported by a flexible foam foundation, modelled as an Euler-Bernoulli beam on a Winkler foundation, exhibits receding contact when subjected to a point load. The system is analysed using simple beam theory and Laplace transformation – both of which are typically covered in the first two years of a UK Mechanical Engineering undergraduate programme. The design of a simple experiment is described.
Receding contact; Euler-Bernoulli beam; Winkler foundation; Laplace transformation
1-9
Stephen, Neil
af39d0e9-b190-421d-86fe-28b793d5bca3
Ch'ng, Sy
51e889bb-20e3-4b07-9535-8dcfb1f30a41
Stephen, Neil
af39d0e9-b190-421d-86fe-28b793d5bca3
Ch'ng, Sy
51e889bb-20e3-4b07-9535-8dcfb1f30a41
Stephen, Neil and Ch'ng, Sy
(2018)
The Euler-Bernoulli beam on a tensionless Winkler foundation: a simple problem of receding contact.
International Journal of Mechanical Engineering, .
(doi:10.1177/0306419018770994).
Abstract
A steel ruler supported by a flexible foam foundation, modelled as an Euler-Bernoulli beam on a Winkler foundation, exhibits receding contact when subjected to a point load. The system is analysed using simple beam theory and Laplace transformation – both of which are typically covered in the first two years of a UK Mechanical Engineering undergraduate programme. The design of a simple experiment is described.
Text
Euler beam_receding contact
- Accepted Manuscript
More information
Accepted/In Press date: 22 March 2018
e-pub ahead of print date: 12 May 2018
Keywords:
Receding contact; Euler-Bernoulli beam; Winkler foundation; Laplace transformation
Identifiers
Local EPrints ID: 419142
URI: http://eprints.soton.ac.uk/id/eprint/419142
ISSN: 0306-4190
PURE UUID: c93b9a7e-bffa-48b7-879a-82fb00184baa
Catalogue record
Date deposited: 06 Apr 2018 16:30
Last modified: 15 Mar 2024 19:13
Export record
Altmetrics
Contributors
Author:
Sy Ch'ng
Download statistics
Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.
View more statistics