Evaluation of the equivalent slip modulus of nailed connections for application in linear analysis of plywood timber beams
Autor(a) principal: | |
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Data de Publicação: | 2008 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Materials research (São Carlos. Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392008000200007 |
Resumo: | The study of the stiffness of laterally loaded semi-rigid connections in plywood-timber beams is justified by the influence that the deformation of the connection has on the overall displacements of the structure. Semi-rigid connections are characterized by the occurrence of a slip between the connected pieces. The characterization of a connection is usually based on an isolated single connector behavior, which is described by its load-slip relationship expressed by the slip modulus, and so it is extended to the group of connectors. Although the method of analysis is well established, the concept of equivalent slip modulus, defined as the slip modulus per unit length of a connection, has not been totally explored. In this study, we focus on the experimental determination of the equivalent slip modulus for mechanically analyzing plywood-timber beams with continuous connections. The results demonstrated that the test is suitable for obtaining experimental values of the equivalent slip modulus. |
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Materials research (São Carlos. Online) |
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Evaluation of the equivalent slip modulus of nailed connections for application in linear analysis of plywood timber beamssemirigid connectionsstiffnessnailsplywood-timber beamsThe study of the stiffness of laterally loaded semi-rigid connections in plywood-timber beams is justified by the influence that the deformation of the connection has on the overall displacements of the structure. Semi-rigid connections are characterized by the occurrence of a slip between the connected pieces. The characterization of a connection is usually based on an isolated single connector behavior, which is described by its load-slip relationship expressed by the slip modulus, and so it is extended to the group of connectors. Although the method of analysis is well established, the concept of equivalent slip modulus, defined as the slip modulus per unit length of a connection, has not been totally explored. In this study, we focus on the experimental determination of the equivalent slip modulus for mechanically analyzing plywood-timber beams with continuous connections. The results demonstrated that the test is suitable for obtaining experimental values of the equivalent slip modulus.ABM, ABC, ABPol2008-06-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392008000200007Materials Research v.11 n.2 2008reponame:Materials research (São Carlos. Online)instname:Universidade Federal de São Carlos (UFSCAR)instacron:ABM ABC ABPOL10.1590/S1516-14392008000200007info:eu-repo/semantics/openAccessMascia,Nilson TadeuSantana,Claudia Lucia de OliveiraCramer,Steven M.eng2008-07-16T00:00:00Zoai:scielo:S1516-14392008000200007Revistahttp://www.scielo.br/mrPUBhttps://old.scielo.br/oai/scielo-oai.phpdedz@power.ufscar.br1980-53731516-1439opendoar:2008-07-16T00:00Materials research (São Carlos. Online) - Universidade Federal de São Carlos (UFSCAR)false |
dc.title.none.fl_str_mv |
Evaluation of the equivalent slip modulus of nailed connections for application in linear analysis of plywood timber beams |
title |
Evaluation of the equivalent slip modulus of nailed connections for application in linear analysis of plywood timber beams |
spellingShingle |
Evaluation of the equivalent slip modulus of nailed connections for application in linear analysis of plywood timber beams Mascia,Nilson Tadeu semirigid connections stiffness nails plywood-timber beams |
title_short |
Evaluation of the equivalent slip modulus of nailed connections for application in linear analysis of plywood timber beams |
title_full |
Evaluation of the equivalent slip modulus of nailed connections for application in linear analysis of plywood timber beams |
title_fullStr |
Evaluation of the equivalent slip modulus of nailed connections for application in linear analysis of plywood timber beams |
title_full_unstemmed |
Evaluation of the equivalent slip modulus of nailed connections for application in linear analysis of plywood timber beams |
title_sort |
Evaluation of the equivalent slip modulus of nailed connections for application in linear analysis of plywood timber beams |
author |
Mascia,Nilson Tadeu |
author_facet |
Mascia,Nilson Tadeu Santana,Claudia Lucia de Oliveira Cramer,Steven M. |
author_role |
author |
author2 |
Santana,Claudia Lucia de Oliveira Cramer,Steven M. |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Mascia,Nilson Tadeu Santana,Claudia Lucia de Oliveira Cramer,Steven M. |
dc.subject.por.fl_str_mv |
semirigid connections stiffness nails plywood-timber beams |
topic |
semirigid connections stiffness nails plywood-timber beams |
description |
The study of the stiffness of laterally loaded semi-rigid connections in plywood-timber beams is justified by the influence that the deformation of the connection has on the overall displacements of the structure. Semi-rigid connections are characterized by the occurrence of a slip between the connected pieces. The characterization of a connection is usually based on an isolated single connector behavior, which is described by its load-slip relationship expressed by the slip modulus, and so it is extended to the group of connectors. Although the method of analysis is well established, the concept of equivalent slip modulus, defined as the slip modulus per unit length of a connection, has not been totally explored. In this study, we focus on the experimental determination of the equivalent slip modulus for mechanically analyzing plywood-timber beams with continuous connections. The results demonstrated that the test is suitable for obtaining experimental values of the equivalent slip modulus. |
publishDate |
2008 |
dc.date.none.fl_str_mv |
2008-06-01 |
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=S1516-14392008000200007 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392008000200007 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/S1516-14392008000200007 |
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 |
ABM, ABC, ABPol |
publisher.none.fl_str_mv |
ABM, ABC, ABPol |
dc.source.none.fl_str_mv |
Materials Research v.11 n.2 2008 reponame:Materials research (São Carlos. Online) instname:Universidade Federal de São Carlos (UFSCAR) instacron:ABM ABC ABPOL |
instname_str |
Universidade Federal de São Carlos (UFSCAR) |
instacron_str |
ABM ABC ABPOL |
institution |
ABM ABC ABPOL |
reponame_str |
Materials research (São Carlos. Online) |
collection |
Materials research (São Carlos. Online) |
repository.name.fl_str_mv |
Materials research (São Carlos. Online) - Universidade Federal de São Carlos (UFSCAR) |
repository.mail.fl_str_mv |
dedz@power.ufscar.br |
_version_ |
1754212658896175104 |