Random vibrations of a beam on elastic foundation
Beam on an elastic foundation represents many applications like bridges, rail tracks. The analysis of such situation under dynamic loads is of quite importance to industry and researchers as well. Beam on elastic foundation represent a contact problem of the receding type. In this paper, we used a...
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iium-37372013-07-02T07:23:15Z http://irep.iium.edu.my/3737/ Random vibrations of a beam on elastic foundation Faris, Waleed Fekry Daoud, Jamal Ibrahim Sutjipto, Agus Geter Edy TJ Mechanical engineering and machinery Beam on an elastic foundation represents many applications like bridges, rail tracks. The analysis of such situation under dynamic loads is of quite importance to industry and researchers as well. Beam on elastic foundation represent a contact problem of the receding type. In this paper, we used a quasi-linear approach integrated with the Finite Element Method to model the contact problem. In this approach we exploit the standard form of the FEM for linear structures to solve a nonlinear problem instead of going into the nonlinear formulation. Then, we generate the random dynamic load using Monte-Carlo simulation. We study two different cases of beams on elastic foundation. We plot the displacement and velocity as outputs for this problem and analyze the input-output relationship from the randomness point of view. INSInet Publications 2011 Article PeerReviewed application/pdf en http://irep.iium.edu.my/3737/1/Jamal-8.pdf Faris, Waleed Fekry and Daoud, Jamal Ibrahim and Sutjipto, Agus Geter Edy (2011) Random vibrations of a beam on elastic foundation. Australian Journal of Basic and Applied Sciences, 5 (6). pp. 456-460. ISSN 1991-8178 http://www.insipub.com/ajbas.html |
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TJ Mechanical engineering and machinery |
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TJ Mechanical engineering and machinery Faris, Waleed Fekry Daoud, Jamal Ibrahim Sutjipto, Agus Geter Edy Random vibrations of a beam on elastic foundation |
description |
Beam on an elastic foundation represents many applications like bridges, rail tracks. The analysis of such situation under dynamic loads is of quite importance to industry and researchers as well. Beam on elastic foundation represent a contact problem of the receding type. In this paper, we
used a quasi-linear approach integrated with the Finite Element Method to model the contact problem. In this approach we exploit the standard form of the FEM for linear structures to solve a nonlinear problem instead of going into the nonlinear formulation. Then, we generate the random dynamic load using Monte-Carlo simulation. We study two different cases of beams on elastic foundation. We plot
the displacement and velocity as outputs for this problem and analyze the input-output relationship
from the randomness point of view. |
format |
Article |
author |
Faris, Waleed Fekry Daoud, Jamal Ibrahim Sutjipto, Agus Geter Edy |
author_facet |
Faris, Waleed Fekry Daoud, Jamal Ibrahim Sutjipto, Agus Geter Edy |
author_sort |
Faris, Waleed Fekry |
title |
Random vibrations of a beam on elastic foundation |
title_short |
Random vibrations of a beam on elastic foundation |
title_full |
Random vibrations of a beam on elastic foundation |
title_fullStr |
Random vibrations of a beam on elastic foundation |
title_full_unstemmed |
Random vibrations of a beam on elastic foundation |
title_sort |
random vibrations of a beam on elastic foundation |
publisher |
INSInet Publications |
publishDate |
2011 |
url |
http://irep.iium.edu.my/3737/ http://irep.iium.edu.my/3737/ http://irep.iium.edu.my/3737/1/Jamal-8.pdf |
first_indexed |
2023-09-18T20:11:41Z |
last_indexed |
2023-09-18T20:11:41Z |
_version_ |
1777407519981830144 |