Eigenfrequencies of generally restrained Timoshenko beams with an internal hinge
- Autores
- Quintana, Maria Virginia; Raffo, Javier Leandro
- Año de publicación
- 2014
- Idioma
- inglés
- Tipo de recurso
- artículo
- Estado
- versión publicada
- Descripción
- This paper deals with the free transverse vibration of a Timoshenko beam with an arbitrarily located internal elastic hinge. The ends of the beam were elastically restrained against both rotation and translation. The results are obtained with the exact solution and with an analytical method that consists of a combination of the Ritz and the Lagrange multiplier methods. Both were used to determine free vibration characteristics of the employed beam. In the combined method, trial functions denoting the transverse deflections and the normal rotations of the cross section of the beam are expressed in polynomial forms. In order to verify the accuracy of the developed mathematical model, cases available in the literature have been considered. Results have also been presented for different end and restraint conditions (in the intermediate point) of the beam. In addition, a comparison with a crack model is also provided.
Fil: Quintana, Maria Virginia. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Salta. Instituto de Investigación Para la Industria Química (i); Argentina
Fil: Raffo, Javier Leandro. Universidad Tecnologica Nacional. Facultad Regional Delta; Argentina - Materia
-
Vibrations
Timoshenko Beams
Elastically Restrained
Hinge - Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
- Repositorio
- Institución
- Consejo Nacional de Investigaciones Científicas y Técnicas
- OAI Identificador
- oai:ri.conicet.gov.ar:11336/4740
Ver los metadatos del registro completo
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Eigenfrequencies of generally restrained Timoshenko beams with an internal hingeQuintana, Maria VirginiaRaffo, Javier LeandroVibrationsTimoshenko BeamsElastically RestrainedHingehttps://purl.org/becyt/ford/2.3https://purl.org/becyt/ford/2This paper deals with the free transverse vibration of a Timoshenko beam with an arbitrarily located internal elastic hinge. The ends of the beam were elastically restrained against both rotation and translation. The results are obtained with the exact solution and with an analytical method that consists of a combination of the Ritz and the Lagrange multiplier methods. Both were used to determine free vibration characteristics of the employed beam. In the combined method, trial functions denoting the transverse deflections and the normal rotations of the cross section of the beam are expressed in polynomial forms. In order to verify the accuracy of the developed mathematical model, cases available in the literature have been considered. Results have also been presented for different end and restraint conditions (in the intermediate point) of the beam. In addition, a comparison with a crack model is also provided.Fil: Quintana, Maria Virginia. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Salta. Instituto de Investigación Para la Industria Química (i); ArgentinaFil: Raffo, Javier Leandro. Universidad Tecnologica Nacional. Facultad Regional Delta; ArgentinaNED University of Engineering & Technology2014-08info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/4740Quintana, Maria Virginia; Raffo, Javier Leandro; Eigenfrequencies of generally restrained Timoshenko beams with an internal hinge; NED University of Engineering & Technology; NED University Journal of Research Structural Mechanics; XI; 3; 8-2014; 1-181023-3873enginfo:eu-repo/semantics/altIdentifier/url/http://www.neduet.edu.pk/NED-Journal/2014vol3/14vol3paper1.htmlinfo:eu-repo/semantics/altIdentifier/issn/1023-3873info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T10:38:08Zoai:ri.conicet.gov.ar:11336/4740instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-09-29 10:38:08.363CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse |
dc.title.none.fl_str_mv |
Eigenfrequencies of generally restrained Timoshenko beams with an internal hinge |
title |
Eigenfrequencies of generally restrained Timoshenko beams with an internal hinge |
spellingShingle |
Eigenfrequencies of generally restrained Timoshenko beams with an internal hinge Quintana, Maria Virginia Vibrations Timoshenko Beams Elastically Restrained Hinge |
title_short |
Eigenfrequencies of generally restrained Timoshenko beams with an internal hinge |
title_full |
Eigenfrequencies of generally restrained Timoshenko beams with an internal hinge |
title_fullStr |
Eigenfrequencies of generally restrained Timoshenko beams with an internal hinge |
title_full_unstemmed |
Eigenfrequencies of generally restrained Timoshenko beams with an internal hinge |
title_sort |
Eigenfrequencies of generally restrained Timoshenko beams with an internal hinge |
dc.creator.none.fl_str_mv |
Quintana, Maria Virginia Raffo, Javier Leandro |
author |
Quintana, Maria Virginia |
author_facet |
Quintana, Maria Virginia Raffo, Javier Leandro |
author_role |
author |
author2 |
Raffo, Javier Leandro |
author2_role |
author |
dc.subject.none.fl_str_mv |
Vibrations Timoshenko Beams Elastically Restrained Hinge |
topic |
Vibrations Timoshenko Beams Elastically Restrained Hinge |
purl_subject.fl_str_mv |
https://purl.org/becyt/ford/2.3 https://purl.org/becyt/ford/2 |
dc.description.none.fl_txt_mv |
This paper deals with the free transverse vibration of a Timoshenko beam with an arbitrarily located internal elastic hinge. The ends of the beam were elastically restrained against both rotation and translation. The results are obtained with the exact solution and with an analytical method that consists of a combination of the Ritz and the Lagrange multiplier methods. Both were used to determine free vibration characteristics of the employed beam. In the combined method, trial functions denoting the transverse deflections and the normal rotations of the cross section of the beam are expressed in polynomial forms. In order to verify the accuracy of the developed mathematical model, cases available in the literature have been considered. Results have also been presented for different end and restraint conditions (in the intermediate point) of the beam. In addition, a comparison with a crack model is also provided. Fil: Quintana, Maria Virginia. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Salta. Instituto de Investigación Para la Industria Química (i); Argentina Fil: Raffo, Javier Leandro. Universidad Tecnologica Nacional. Facultad Regional Delta; Argentina |
description |
This paper deals with the free transverse vibration of a Timoshenko beam with an arbitrarily located internal elastic hinge. The ends of the beam were elastically restrained against both rotation and translation. The results are obtained with the exact solution and with an analytical method that consists of a combination of the Ritz and the Lagrange multiplier methods. Both were used to determine free vibration characteristics of the employed beam. In the combined method, trial functions denoting the transverse deflections and the normal rotations of the cross section of the beam are expressed in polynomial forms. In order to verify the accuracy of the developed mathematical model, cases available in the literature have been considered. Results have also been presented for different end and restraint conditions (in the intermediate point) of the beam. In addition, a comparison with a crack model is also provided. |
publishDate |
2014 |
dc.date.none.fl_str_mv |
2014-08 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion http://purl.org/coar/resource_type/c_6501 info:ar-repo/semantics/articulo |
format |
article |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
http://hdl.handle.net/11336/4740 Quintana, Maria Virginia; Raffo, Javier Leandro; Eigenfrequencies of generally restrained Timoshenko beams with an internal hinge; NED University of Engineering & Technology; NED University Journal of Research Structural Mechanics; XI; 3; 8-2014; 1-18 1023-3873 |
url |
http://hdl.handle.net/11336/4740 |
identifier_str_mv |
Quintana, Maria Virginia; Raffo, Javier Leandro; Eigenfrequencies of generally restrained Timoshenko beams with an internal hinge; NED University of Engineering & Technology; NED University Journal of Research Structural Mechanics; XI; 3; 8-2014; 1-18 1023-3873 |
dc.language.none.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
info:eu-repo/semantics/altIdentifier/url/http://www.neduet.edu.pk/NED-Journal/2014vol3/14vol3paper1.html info:eu-repo/semantics/altIdentifier/issn/1023-3873 |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
dc.format.none.fl_str_mv |
application/pdf application/pdf application/pdf |
dc.publisher.none.fl_str_mv |
NED University of Engineering & Technology |
publisher.none.fl_str_mv |
NED University of Engineering & Technology |
dc.source.none.fl_str_mv |
reponame:CONICET Digital (CONICET) instname:Consejo Nacional de Investigaciones Científicas y Técnicas |
reponame_str |
CONICET Digital (CONICET) |
collection |
CONICET Digital (CONICET) |
instname_str |
Consejo Nacional de Investigaciones Científicas y Técnicas |
repository.name.fl_str_mv |
CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas |
repository.mail.fl_str_mv |
dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar |
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13.070432 |