Behavioral Study of Finite Beam Resting on Elastic Foundation and Subjected to Travelling Distributed Masses
Autor(a) principal: | |
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Data de Publicação: | 2017 |
Outros Autores: | |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Latin American journal of solids and structures (Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017000200312 |
Resumo: | Abstract The classical problem of the response characteristics of uniform structural member resting on elastic subgrade and subjected to uniform partially distributed load is studied in this work. The closed form solutions of the governing fourth order partial differential equations with variable coefficients are presented using an elegant analytical technique for the moving force and mass models. Various results and analyses are carried out on each of the pertinent boundary conditions and phenomenon of resonance is studied for the dynamical system. It was found that in all illustrative examples considered, for the same natural frequency, the critical speed for moving distributed mass problem is smaller than that of the moving distributed force problem. Hence, resonance is reached earlier in moving mass beam-load interaction problem. Finally, this work has suggested valuable methods of analytical solution for this category of problems for all boundary conditions of practical interest. |
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Latin American journal of solids and structures (Online) |
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Behavioral Study of Finite Beam Resting on Elastic Foundation and Subjected to Travelling Distributed MassesDynamic characteristicsResonanceSubgradeDistributed LoadsDynamical systemAbstract The classical problem of the response characteristics of uniform structural member resting on elastic subgrade and subjected to uniform partially distributed load is studied in this work. The closed form solutions of the governing fourth order partial differential equations with variable coefficients are presented using an elegant analytical technique for the moving force and mass models. Various results and analyses are carried out on each of the pertinent boundary conditions and phenomenon of resonance is studied for the dynamical system. It was found that in all illustrative examples considered, for the same natural frequency, the critical speed for moving distributed mass problem is smaller than that of the moving distributed force problem. Hence, resonance is reached earlier in moving mass beam-load interaction problem. Finally, this work has suggested valuable methods of analytical solution for this category of problems for all boundary conditions of practical interest.Associação Brasileira de Ciências Mecânicas2017-02-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017000200312Latin American Journal of Solids and Structures v.14 n.2 2017reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/1679-78253071info:eu-repo/semantics/openAccessOmolofe,B.Adeloye,T.O.eng2017-05-11T00:00:00Zoai:scielo:S1679-78252017000200312Revistahttp://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=pt&nrm=isohttps://old.scielo.br/oai/scielo-oai.phpabcm@abcm.org.br||maralves@usp.br1679-78251679-7817opendoar:2017-05-11T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false |
dc.title.none.fl_str_mv |
Behavioral Study of Finite Beam Resting on Elastic Foundation and Subjected to Travelling Distributed Masses |
title |
Behavioral Study of Finite Beam Resting on Elastic Foundation and Subjected to Travelling Distributed Masses |
spellingShingle |
Behavioral Study of Finite Beam Resting on Elastic Foundation and Subjected to Travelling Distributed Masses Omolofe,B. Dynamic characteristics Resonance Subgrade Distributed Loads Dynamical system |
title_short |
Behavioral Study of Finite Beam Resting on Elastic Foundation and Subjected to Travelling Distributed Masses |
title_full |
Behavioral Study of Finite Beam Resting on Elastic Foundation and Subjected to Travelling Distributed Masses |
title_fullStr |
Behavioral Study of Finite Beam Resting on Elastic Foundation and Subjected to Travelling Distributed Masses |
title_full_unstemmed |
Behavioral Study of Finite Beam Resting on Elastic Foundation and Subjected to Travelling Distributed Masses |
title_sort |
Behavioral Study of Finite Beam Resting on Elastic Foundation and Subjected to Travelling Distributed Masses |
author |
Omolofe,B. |
author_facet |
Omolofe,B. Adeloye,T.O. |
author_role |
author |
author2 |
Adeloye,T.O. |
author2_role |
author |
dc.contributor.author.fl_str_mv |
Omolofe,B. Adeloye,T.O. |
dc.subject.por.fl_str_mv |
Dynamic characteristics Resonance Subgrade Distributed Loads Dynamical system |
topic |
Dynamic characteristics Resonance Subgrade Distributed Loads Dynamical system |
description |
Abstract The classical problem of the response characteristics of uniform structural member resting on elastic subgrade and subjected to uniform partially distributed load is studied in this work. The closed form solutions of the governing fourth order partial differential equations with variable coefficients are presented using an elegant analytical technique for the moving force and mass models. Various results and analyses are carried out on each of the pertinent boundary conditions and phenomenon of resonance is studied for the dynamical system. It was found that in all illustrative examples considered, for the same natural frequency, the critical speed for moving distributed mass problem is smaller than that of the moving distributed force problem. Hence, resonance is reached earlier in moving mass beam-load interaction problem. Finally, this work has suggested valuable methods of analytical solution for this category of problems for all boundary conditions of practical interest. |
publishDate |
2017 |
dc.date.none.fl_str_mv |
2017-02-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017000200312 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017000200312 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/1679-78253071 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
dc.source.none.fl_str_mv |
Latin American Journal of Solids and Structures v.14 n.2 2017 reponame:Latin American journal of solids and structures (Online) instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) instacron:ABCM |
instname_str |
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
instacron_str |
ABCM |
institution |
ABCM |
reponame_str |
Latin American journal of solids and structures (Online) |
collection |
Latin American journal of solids and structures (Online) |
repository.name.fl_str_mv |
Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
repository.mail.fl_str_mv |
abcm@abcm.org.br||maralves@usp.br |
_version_ |
1754302888862023680 |