<title language="eng">An stiffness coefficients proposal for thin walled open beams

<abstract language="eng">According to the conventional formulation it is considered that the warping of a beam under torsion is free and constant among a section and the other. This consideration is unacceptable for thin walled open elements since has been shown that in these the war...

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Main Authors: Alejandro Ruiz Sibaja, Oscar Bonilla Manterola
Format: Article
Language:English
Published: Universidad del Zulia 2006-12-01
Series:Revista Técnica de la Facultad de Ingeniería
Subjects:
Online Access:http://wwww.scielo.org.ve/scielo.php?script=sci_arttext&pid=S0254-07702006000300005
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author Alejandro Ruiz Sibaja
Oscar Bonilla Manterola
author_facet Alejandro Ruiz Sibaja
Oscar Bonilla Manterola
author_sort Alejandro Ruiz Sibaja
collection DOAJ
description <abstract language="eng">According to the conventional formulation it is considered that the warping of a beam under torsion is free and constant among a section and the other. This consideration is unacceptable for thin walled open elements since has been shown that in these the warping is variable and originates a different state of stress of which that considers the traditional approach. Therefore, it is necessary to include these effects when it analyses restricted torsion in this structural type of elements. This paper shows a method to obtain stiffness coefficients in thin walled open beams by using the differential equations and the matrix of initial parameters presented by V. Z. Vlasov. Some initial results are presented obtained with the model proposed.
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spelling doaj.art-6f7ff48c4b084459ade040a0daf3d5a12022-12-21T23:05:29ZengUniversidad del ZuliaRevista Técnica de la Facultad de Ingeniería0254-07702006-12-01293251257<title language="eng">An stiffness coefficients proposal for thin walled open beamsAlejandro Ruiz SibajaOscar Bonilla Manterola<abstract language="eng">According to the conventional formulation it is considered that the warping of a beam under torsion is free and constant among a section and the other. This consideration is unacceptable for thin walled open elements since has been shown that in these the warping is variable and originates a different state of stress of which that considers the traditional approach. Therefore, it is necessary to include these effects when it analyses restricted torsion in this structural type of elements. This paper shows a method to obtain stiffness coefficients in thin walled open beams by using the differential equations and the matrix of initial parameters presented by V. Z. Vlasov. Some initial results are presented obtained with the model proposed.http://wwww.scielo.org.ve/scielo.php?script=sci_arttext&pid=S0254-07702006000300005Restricted torsionstiffnessmatrix.
spellingShingle Alejandro Ruiz Sibaja
Oscar Bonilla Manterola
<title language="eng">An stiffness coefficients proposal for thin walled open beams
Revista Técnica de la Facultad de Ingeniería
Restricted torsion
stiffness
matrix.
title <title language="eng">An stiffness coefficients proposal for thin walled open beams
title_full <title language="eng">An stiffness coefficients proposal for thin walled open beams
title_fullStr <title language="eng">An stiffness coefficients proposal for thin walled open beams
title_full_unstemmed <title language="eng">An stiffness coefficients proposal for thin walled open beams
title_short <title language="eng">An stiffness coefficients proposal for thin walled open beams
title_sort title language eng an stiffness coefficients proposal for thin walled open beams
topic Restricted torsion
stiffness
matrix.
url http://wwww.scielo.org.ve/scielo.php?script=sci_arttext&pid=S0254-07702006000300005
work_keys_str_mv AT alejandroruizsibaja titlelanguageenganstiffnesscoefficientsproposalforthinwalledopenbeams
AT oscarbonillamanterola titlelanguageenganstiffnesscoefficientsproposalforthinwalledopenbeams