Vibration analysis of shear deformable shallow shells using the Boundary Element Method

In this work, the modal and harmonic analysis of elastic shallow shells, using a Dual Reciprocity Boundary Element formulation, is presented. A boundary element formulation based on a direct time-domain formulation using the elastostatic fundamental solutions was used. Effects of shear deformation a...

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Tipo de recurso:
Fecha de publicación:
2014
Institución:
Universidad Tecnológica de Bolívar
Repositorio:
Repositorio Institucional UTB
Idioma:
eng
OAI Identifier:
oai:repositorio.utb.edu.co:20.500.12585/9037
Acceso en línea:
https://hdl.handle.net/20.500.12585/9037
Palabra clave:
Boundary element method
Dual reciprocity boundary element method
Dynamic harmonic analysis
Harmonic excitation
Modal analysis
Shear deformable shallow shells
Boundary element formulations
Dual reciprocity boundary element method
Fundamental solutions
Harmonic excitation
Rotatory inertia
Shallow shells
Shear deformable plate
Two-dimensional planes
Boundary element method
Elasticity
Harmonic analysis
Modal analysis
Shear deformation
Vibration analysis
Shells (structures)
Boundary element method
Deformation mechanism
Elastoplasticity
Harmonic analysis
Numerical model
Shear strength
Structural analysis
Structural response
Vibration
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restrictedAccess
License
http://creativecommons.org/licenses/by-nc-nd/4.0/
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network_acronym_str UTB2
network_name_str Repositorio Institucional UTB
repository_id_str
dc.title.none.fl_str_mv Vibration analysis of shear deformable shallow shells using the Boundary Element Method
title Vibration analysis of shear deformable shallow shells using the Boundary Element Method
spellingShingle Vibration analysis of shear deformable shallow shells using the Boundary Element Method
Boundary element method
Dual reciprocity boundary element method
Dynamic harmonic analysis
Harmonic excitation
Modal analysis
Shear deformable shallow shells
Boundary element formulations
Dual reciprocity boundary element method
Fundamental solutions
Harmonic excitation
Rotatory inertia
Shallow shells
Shear deformable plate
Two-dimensional planes
Boundary element method
Elasticity
Harmonic analysis
Modal analysis
Shear deformation
Vibration analysis
Shells (structures)
Boundary element method
Deformation mechanism
Elastoplasticity
Harmonic analysis
Numerical model
Shear strength
Structural analysis
Structural response
Vibration
title_short Vibration analysis of shear deformable shallow shells using the Boundary Element Method
title_full Vibration analysis of shear deformable shallow shells using the Boundary Element Method
title_fullStr Vibration analysis of shear deformable shallow shells using the Boundary Element Method
title_full_unstemmed Vibration analysis of shear deformable shallow shells using the Boundary Element Method
title_sort Vibration analysis of shear deformable shallow shells using the Boundary Element Method
dc.subject.keywords.none.fl_str_mv Boundary element method
Dual reciprocity boundary element method
Dynamic harmonic analysis
Harmonic excitation
Modal analysis
Shear deformable shallow shells
Boundary element formulations
Dual reciprocity boundary element method
Fundamental solutions
Harmonic excitation
Rotatory inertia
Shallow shells
Shear deformable plate
Two-dimensional planes
Boundary element method
Elasticity
Harmonic analysis
Modal analysis
Shear deformation
Vibration analysis
Shells (structures)
Boundary element method
Deformation mechanism
Elastoplasticity
Harmonic analysis
Numerical model
Shear strength
Structural analysis
Structural response
Vibration
topic Boundary element method
Dual reciprocity boundary element method
Dynamic harmonic analysis
Harmonic excitation
Modal analysis
Shear deformable shallow shells
Boundary element formulations
Dual reciprocity boundary element method
Fundamental solutions
Harmonic excitation
Rotatory inertia
Shallow shells
Shear deformable plate
Two-dimensional planes
Boundary element method
Elasticity
Harmonic analysis
Modal analysis
Shear deformation
Vibration analysis
Shells (structures)
Boundary element method
Deformation mechanism
Elastoplasticity
Harmonic analysis
Numerical model
Shear strength
Structural analysis
Structural response
Vibration
description In this work, the modal and harmonic analysis of elastic shallow shells, using a Dual Reciprocity Boundary Element formulation, is presented. A boundary element formulation based on a direct time-domain formulation using the elastostatic fundamental solutions was used. Effects of shear deformation and rotatory inertia were included in the formulation. Shallow shell was modeled coupling boundary element formulation of shear deformable plate and two-dimensional plane stress elasticity. Domain integrals related to inertial terms were treated using the Dual Reciprocity Boundary Element Method. Several examples are presented to demonstrate the efficiency and accuracy of the proposed formulation. © 2014 Elsevier Ltd.
publishDate 2014
dc.date.issued.none.fl_str_mv 2014
dc.date.accessioned.none.fl_str_mv 2020-03-26T16:32:49Z
dc.date.available.none.fl_str_mv 2020-03-26T16:32:49Z
dc.type.coarversion.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
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dc.type.driver.none.fl_str_mv info:eu-repo/semantics/article
dc.type.hasversion.none.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.spa.none.fl_str_mv Artículo
status_str publishedVersion
dc.identifier.citation.none.fl_str_mv Engineering Structures; Vol. 62-63, pp. 65-74
dc.identifier.issn.none.fl_str_mv 01410296
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12585/9037
dc.identifier.doi.none.fl_str_mv 10.1016/j.engstruct.2014.01.010
dc.identifier.instname.none.fl_str_mv Universidad Tecnológica de Bolívar
dc.identifier.reponame.none.fl_str_mv Repositorio UTB
dc.identifier.orcid.none.fl_str_mv 24537991200
identifier_str_mv Engineering Structures; Vol. 62-63, pp. 65-74
01410296
10.1016/j.engstruct.2014.01.010
Universidad Tecnológica de Bolívar
Repositorio UTB
24537991200
url https://hdl.handle.net/20.500.12585/9037
dc.language.iso.none.fl_str_mv eng
language eng
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dc.rights.uri.none.fl_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rights.accessrights.none.fl_str_mv info:eu-repo/semantics/restrictedAccess
dc.rights.cc.none.fl_str_mv Atribución-NoComercial 4.0 Internacional
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
Atribución-NoComercial 4.0 Internacional
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eu_rights_str_mv restrictedAccess
dc.format.medium.none.fl_str_mv Recurso electrónico
dc.format.mimetype.none.fl_str_mv application/pdf
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institution Universidad Tecnológica de Bolívar
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spelling 2020-03-26T16:32:49Z2020-03-26T16:32:49Z2014Engineering Structures; Vol. 62-63, pp. 65-7401410296https://hdl.handle.net/20.500.12585/903710.1016/j.engstruct.2014.01.010Universidad Tecnológica de BolívarRepositorio UTB24537991200In this work, the modal and harmonic analysis of elastic shallow shells, using a Dual Reciprocity Boundary Element formulation, is presented. A boundary element formulation based on a direct time-domain formulation using the elastostatic fundamental solutions was used. Effects of shear deformation and rotatory inertia were included in the formulation. Shallow shell was modeled coupling boundary element formulation of shear deformable plate and two-dimensional plane stress elasticity. Domain integrals related to inertial terms were treated using the Dual Reciprocity Boundary Element Method. Several examples are presented to demonstrate the efficiency and accuracy of the proposed formulation. © 2014 Elsevier Ltd.The first author is grateful to the Research Office of Technological University of Bolivar for supporting his research work on dynamic analysis of shear deformable shallow shells.Recurso electrónicoapplication/pdfenghttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/restrictedAccessAtribución-NoComercial 4.0 Internacionalhttp://purl.org/coar/access_right/c_16echttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84893743515&doi=10.1016%2fj.engstruct.2014.01.010&partnerID=40&md5=a22e1d3e1f4ca9a37de5b6caebff8a48Vibration analysis of shear deformable shallow shells using the Boundary Element Methodinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_2df8fbb1Boundary element methodDual reciprocity boundary element methodDynamic harmonic analysisHarmonic excitationModal analysisShear deformable shallow shellsBoundary element formulationsDual reciprocity boundary element methodFundamental solutionsHarmonic excitationRotatory inertiaShallow shellsShear deformable plateTwo-dimensional planesBoundary element methodElasticityHarmonic analysisModal analysisShear deformationVibration analysisShells (structures)Boundary element methodDeformation mechanismElastoplasticityHarmonic analysisNumerical modelShear strengthStructural analysisStructural responseVibrationUseche Vivero, JairoDirgantara, T., Aliabadi, M.H., A new boundary element formulation for shear deformable shells analysis (1999) Int J Numer Methods Eng, 45, pp. 1257-1275Duddeck, F.M., (2010) Fourier BEM: generalization of boundary element methods by fourier transform, , Springer, New YorkLim, C.W., Liew, K.M., A high order theory for vibration of shear deformable cylindrical shallow shells (1995) Int J Mech Sci, 37 (3), pp. 277-295Lim, C.W., Liew, K.M., A Ritz vibration analysis of doubly-curved rectangular shallow shells using a refined first-order theory (1995) Comput Meth Appl Mech Eng, 127, pp. 145-162Nardini, D., Brebbia, C.A., A new approach to free vibration analysis using boundary elements (1982) Boundary elements methods in engineering, 26, pp. 312-326. , Springer-Verlag, BerlinPartridge, P.W., Brebbia, C.A., Wrobel, L.C., (1992) The dual reciprocity boundary element method, , Computational Mechanics Publications, SouthamptonProvidakis, C.P., Beskos, D.E., Dynamic analysis of plates by boundary elements (1999) Appl Mech Rev, 52 (7), pp. 213-236Rashed, Y., (2000) Boundary element formulation for thick plates, , WIT Press, Southampton, BostonReddy, J.N., (2004) Mechanics of laminated composite plates and shells: theory and analysis, , CRC Press, New YorkReddy, J.N., Exact solutions of moderately thick laminated shells (1984) J Eng Mech, 110, pp. 794-809Reissner, E., On transverse vibration of thin, shallow elastic shells (1955) Quart Appl Math, 13 (2), pp. 169-176Soedel, W., (2004) Vibration of plates and shells, , Marcel Dekker, New YorkUseche, J., Albuquerque, E.L., Dynamic analysis of shear deformable plates using the dual reciprocity method (2012) Eng Anal Bound Elem, 36, pp. 627-632Vander Weeën, F., Application of the direct boundary integral equation method to Reissner's plate model (1982) Int J Numer Methods Eng, 67, pp. 1-10Wen, P.H., Aliabadi, M.H., Young, A., The boundary element method for dynamic plate bending problems (2000) Int J Solid Struct, 37 (37), pp. 5177-5188Wen, P.H., Aliabadi, M.H., Boundary element frequency domain formulation for dynamic analysis of Mindlin plates (2006) Int J Numer Methods Eng, 67 (11), pp. 1617-1640Wen, P.H., Adetoro, M., Xu, Y., The fundamental solution of Mindlin plates with damping in the Laplace domain and its applications (2008) Eng Anal Bound Elem, 32 (10), pp. 870-882Wen, P.H., Aliabadi, M.H., Young, A., Plane stress and plate bending coupling in BEM analysis of shallow shells (2000) Int J Numer Methods Eng, 48, pp. 1107-1125Wen, P.H., Aliabadi, M.H., Application of dual reciprocity method to plates and shells (2000) Eng Anal Bound Elem, 24, pp. 583-590Wrobel, L.C., Aliabadi, M.H., (2002) The boundary element method vol. 2: applications in solid and structures, , Wiley, New Yorkhttp://purl.org/coar/resource_type/c_6501THUMBNAILMiniProdInv.pngMiniProdInv.pngimage/png23941https://repositorio.utb.edu.co/bitstream/20.500.12585/9037/1/MiniProdInv.png0cb0f101a8d16897fb46fc914d3d7043MD5120.500.12585/9037oai:repositorio.utb.edu.co:20.500.12585/90372023-04-24 09:19:04.898Repositorio Institucional UTBrepositorioutb@utb.edu.co