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Comparison of different models for the vibration of beams and plates

Dissertation (MSc (Applied Mathematics))--University of Pretoria, 2016.

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Other Authors: Labuschagne, Madelein
Format: Thesis
Language:English
Published: University of Pretoria 2017
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access_status_str Open Access
author2 Labuschagne, Madelein
author_browse Labuschagne, Madelein
author_facet Labuschagne, Madelein
collection Thesis
dc_rights_str_mv @ 2017 University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria.
description Dissertation (MSc (Applied Mathematics))--University of Pretoria, 2016.
format Thesis
id oai:repository.up.ac.za:2263/58887
institution University of Pretoria (South Africa)
language English
last_indexed 2026-06-10T12:37:16.787Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from UPSpace — University of Pretoria Institutional Repository
publishDate 2017
publishDateRange 2017
publishDateSort 2017
publisher University of Pretoria
publisherStr University of Pretoria
record_format dspace
source_str UPSpace — University of Pretoria Institutional Repository
spelling oai:repository.up.ac.za:2263/58887 Comparison of different models for the vibration of beams and plates Labuschagne, Madelein Van Rensburg, N.F.J. Janse van Rensburg, Liesl Applied Mathematics UCTD Dissertation (MSc (Applied Mathematics))--University of Pretoria, 2016. Beam and plate models are often encountered in applications. There are a wide variety of models, ranging from the simplest one-dimensional linear model to non-linear three dimensional models. With such a wide variety of applications it may be difficult to decide which model is sufficiently realistic without introducing unnecessary complexities. Justification is needed in the decision to use a one-dimensional or two-dimensional model. There is also a need for specification to decide whether displacements are sufficiently small to use a linear model. To judge a model, comparison to other models is needed. We do this by investigating the derivation and assumptions made as well as by comparing the numerical results obtained for similar situations. We compared different linear models, different non-linear models as well as linear and non-linear models using these methods. Mathematics and Applied Mathematics MSc (Applied Mathematics) Unrestricted 2017-02-06T13:14:56Z 2017-02-06T13:14:56Z 2017-07 2016 Dissertation http://hdl.handle.net/2263/58887 en @ 2017 University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria. application/pdf University of Pretoria
spellingShingle Applied Mathematics
UCTD
Comparison of different models for the vibration of beams and plates
title Comparison of different models for the vibration of beams and plates
title_full Comparison of different models for the vibration of beams and plates
title_fullStr Comparison of different models for the vibration of beams and plates
title_full_unstemmed Comparison of different models for the vibration of beams and plates
title_short Comparison of different models for the vibration of beams and plates
title_sort comparison of different models for the vibration of beams and plates
topic Applied Mathematics
UCTD
url http://hdl.handle.net/2263/58887