Bending Analysis of Nonlocal Functionally Graded Beams

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In this paper, we study the nonlocal linear bending behavior of functionally graded beams subjected to distributed loads. A finite element formulation for an improved first-order shear deformation theory for beams with five independent variables is proposed. The formulation takes into consideration...

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Detalles Bibliográficos
Autores: Garbin, F., Levano, A., Arciniega, R.
Formato: artículo
Fecha de Publicación:2020
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/651836
Enlace del recurso:https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85079590918&origin=inward
http://hdl.handle.net/10757/651836
Nivel de acceso:acceso abierto
Materia:Bending Analysis
Nonlocal Functionally Graded Beams
3D constitutive equations
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dc.title.en_US.fl_str_mv Bending Analysis of Nonlocal Functionally Graded Beams
title Bending Analysis of Nonlocal Functionally Graded Beams
spellingShingle Bending Analysis of Nonlocal Functionally Graded Beams
Garbin, F.
Bending Analysis
Nonlocal Functionally Graded Beams
3D constitutive equations
title_short Bending Analysis of Nonlocal Functionally Graded Beams
title_full Bending Analysis of Nonlocal Functionally Graded Beams
title_fullStr Bending Analysis of Nonlocal Functionally Graded Beams
title_full_unstemmed Bending Analysis of Nonlocal Functionally Graded Beams
title_sort Bending Analysis of Nonlocal Functionally Graded Beams
dc.creator.none.fl_str_mv Garbin, F.
author Garbin, F.
author_facet Garbin, F.
Levano, A.
Arciniega, R.
author_role author
author2 Levano, A.
Arciniega, R.
author2_role author
author
dc.contributor.author.fl_str_mv Garbin, F.
Levano, A.
Arciniega, R.
dc.subject.en_US.fl_str_mv Bending Analysis
Nonlocal Functionally Graded Beams
3D constitutive equations
topic Bending Analysis
Nonlocal Functionally Graded Beams
3D constitutive equations
description In this paper, we study the nonlocal linear bending behavior of functionally graded beams subjected to distributed loads. A finite element formulation for an improved first-order shear deformation theory for beams with five independent variables is proposed. The formulation takes into consideration 3D constitutive equations. Eringen's nonlocal differential model is used to rewrite the nonlocal stress resultants in terms of displacements. The finite element formulation is derived by means of the principle of virtual work. High-order nodal-spectral interpolation functions were utilized to approximate the field variables, which minimizes the locking problem. Numerical results and comparisons of the present formulation with those found in the literature for typical benchmark problems involving nonlocal beams are found to be satisfactory and show the validity of the developed finite element model.
publishDate 2020
dc.date.accessioned.none.fl_str_mv 2020-05-04T20:23:09Z
dc.date.available.none.fl_str_mv 2020-05-04T20:23:09Z
dc.date.issued.fl_str_mv 2020-02-07
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dc.identifier.issn.none.fl_str_mv 17578981
dc.identifier.doi.none.fl_str_mv 10.1088/1757-899X/739/1/012045
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http://hdl.handle.net/10757/651836
dc.identifier.journal.en_US.fl_str_mv IOP Conference Series: Materials Science and Engineering
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IOP Conference Series: Materials Science and Engineering
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spelling ef7f99bc34b0baf9fd65380cc2f752e0300cad5e553103b7edda92b05c8d365930e300d5a2bdb8dd384de436cc2594bd20c0f2Garbin, F.Levano, A.Arciniega, R.Garbin, F.2020-05-04T20:23:09Z2020-05-04T20:23:09Z2020-02-071757898110.1088/1757-899X/739/1/012045https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85079590918&origin=inwardhttp://hdl.handle.net/10757/651836IOP Conference Series: Materials Science and Engineering2-s2.0-85079590918SCOPUS_ID:850795909180000 0001 2196 144XIn this paper, we study the nonlocal linear bending behavior of functionally graded beams subjected to distributed loads. A finite element formulation for an improved first-order shear deformation theory for beams with five independent variables is proposed. The formulation takes into consideration 3D constitutive equations. Eringen's nonlocal differential model is used to rewrite the nonlocal stress resultants in terms of displacements. The finite element formulation is derived by means of the principle of virtual work. High-order nodal-spectral interpolation functions were utilized to approximate the field variables, which minimizes the locking problem. Numerical results and comparisons of the present formulation with those found in the literature for typical benchmark problems involving nonlocal beams are found to be satisfactory and show the validity of the developed finite element model.application/pdfengInstitute of Physics PublishingIOP Conference Series: Materials Science and Engineering1https://iopscience.iop.org/article/10.1088/1757-899X/739/1/012045/meta739info:eu-repo/semantics/openAccessAttribution-NonCommercial-ShareAlike 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-sa/4.0/Bending AnalysisNonlocal Functionally Graded Beams3D constitutive equationsBending Analysis of Nonlocal Functionally Graded Beamsinfo:eu-repo/semantics/articlereponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPC2020-05-04T20:23:10ZTHUMBNAILGarbin_2020_IOP_Conf._Ser.__Mater._Sci._Eng._739_012045.pdf.jpgGarbin_2020_IOP_Conf._Ser.__Mater._Sci._Eng._739_012045.pdf.jpgGenerated Thumbnailimage/jpeg13543https://repositorioacademico.upc.edu.pe/bitstream/10757/651836/5/Garbin_2020_IOP_Conf._Ser.__Mater._Sci._Eng._739_012045.pdf.jpgfb1696ffdfe27bd0ee38ba1c16452f27MD55falseTEXTGarbin_2020_IOP_Conf._Ser.__Mater._Sci._Eng._739_012045.pdf.txtGarbin_2020_IOP_Conf._Ser.__Mater._Sci._Eng._739_012045.pdf.txtExtracted texttext/plain13150https://repositorioacademico.upc.edu.pe/bitstream/10757/651836/4/Garbin_2020_IOP_Conf._Ser.__Mater._Sci._Eng._739_012045.pdf.txt5189cba3574c97d5c67e619ec64a797dMD54falseLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/651836/3/license.txt8a4605be74aa9ea9d79846c1fba20a33MD53falseCC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-81031https://repositorioacademico.upc.edu.pe/bitstream/10757/651836/2/license_rdf934f4ca17e109e0a05eaeaba504d7ce4MD52falseORIGINALGarbin_2020_IOP_Conf._Ser.__Mater._Sci._Eng._739_012045.pdfGarbin_2020_IOP_Conf._Ser.__Mater._Sci._Eng._739_012045.pdfapplication/pdf503804https://repositorioacademico.upc.edu.pe/bitstream/10757/651836/1/Garbin_2020_IOP_Conf._Ser.__Mater._Sci._Eng._739_012045.pdfa6ef268dc0325589a2d78f765695721aMD51true10757/651836oai:repositorioacademico.upc.edu.pe:10757/6518362020-05-05 03:09:31.214Repositorio académico upcupc@openrepository.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