Static Strength of T-Joints Reinforced with Doubler or Collar Plates. II: Numerical Simulations

In the companion paper, the results of 12 tests on reinforced and unreinforced tubular T-joints subjected to axial brace loading were presented. The current study reports the finite element (FE) simulations of these 12 experiments. Various aspects of the FE strategy such as element type, mesh densit...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of structural engineering (New York, N.Y.) N.Y.), 2005-01, Vol.131 (1), p.129-138
Hauptverfasser: van der Vegte, G. J, Choo, Y. S, Liang, J. X, Zettlemoyer, N, Liew, J. Y. R
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 138
container_issue 1
container_start_page 129
container_title Journal of structural engineering (New York, N.Y.)
container_volume 131
creator van der Vegte, G. J
Choo, Y. S
Liang, J. X
Zettlemoyer, N
Liew, J. Y. R
description In the companion paper, the results of 12 tests on reinforced and unreinforced tubular T-joints subjected to axial brace loading were presented. The current study reports the finite element (FE) simulations of these 12 experiments. Various aspects of the FE strategy such as element type, mesh density, and contact algorithm are addressed. The numerically and experimentally determined load-ovalization plots reveal a very good correlation, not only for the initial stiffness, but also for the peak load and the postpeak branch of the curves. A comparison between deformed cross sections obtained from the tests and the corresponding numerically determined deformed shapes further confirms the close match between the numerical and experimental results. The paper then reports on the parametric FE study conducted on doubler plate reinforced T-joints subjected to axial brace compression. It is found that a significant strength enhancement can be achieved through proper proportioning of the doubler plate.
doi_str_mv 10.1061/(ASCE)0733-9445(2005)131:1(129)
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_28625945</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>28625945</sourcerecordid><originalsourceid>FETCH-LOGICAL-a352t-cd32a6cd15783e85254ba772be0fff6019a1b562663ff8b524b71302d028c9073</originalsourceid><addsrcrecordid>eNp9kEtPwzAQhC0EEqXwH3yC9pDiR5xHD0hVKFBUASJF4mY5iQ2ukrjYiRD_HkdFPaI97GFnRjsfAFcYzTCK8PVkkWfLKYopDdIwZBOCEJtiiud4gkk6PQIjnIY0YCF-Pwajg-4UnDm3RQjFDCcjwPNOdLqEeWdl-9F9QqPgJng0uu0cfJW6VcaWsoLf2t9uTV_U0kJjYWbqWlj4UotOuhlcrebwqW-k1aWoYa6b3h-0ad05OFGidvLib4_B291ykz0E6-f7VbZYB4Iy0gVlRYmIygqzOKEyYYSFhYhjUkiklIoQTgUuWESiiCqVFIyERYwpIhUiSZn6cmNwuc_dWfPVS9fxRrtS-idbaXrHSRIRlobMC2_2wtIa56xUfGd1I-wPx4gPYDkfwPIBGB-A8QEs92C5H5L6gPk-QPh8vjW9bX2xg_t_8y-tAH1O</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>28625945</pqid></control><display><type>article</type><title>Static Strength of T-Joints Reinforced with Doubler or Collar Plates. II: Numerical Simulations</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>van der Vegte, G. J ; Choo, Y. S ; Liang, J. X ; Zettlemoyer, N ; Liew, J. Y. R</creator><creatorcontrib>van der Vegte, G. J ; Choo, Y. S ; Liang, J. X ; Zettlemoyer, N ; Liew, J. Y. R</creatorcontrib><description>In the companion paper, the results of 12 tests on reinforced and unreinforced tubular T-joints subjected to axial brace loading were presented. The current study reports the finite element (FE) simulations of these 12 experiments. Various aspects of the FE strategy such as element type, mesh density, and contact algorithm are addressed. The numerically and experimentally determined load-ovalization plots reveal a very good correlation, not only for the initial stiffness, but also for the peak load and the postpeak branch of the curves. A comparison between deformed cross sections obtained from the tests and the corresponding numerically determined deformed shapes further confirms the close match between the numerical and experimental results. The paper then reports on the parametric FE study conducted on doubler plate reinforced T-joints subjected to axial brace compression. It is found that a significant strength enhancement can be achieved through proper proportioning of the doubler plate.</description><identifier>ISSN: 0733-9445</identifier><identifier>EISSN: 1943-541X</identifier><identifier>DOI: 10.1061/(ASCE)0733-9445(2005)131:1(129)</identifier><language>eng</language><publisher>American Society of Civil Engineers</publisher><subject>TECHNICAL PAPERS</subject><ispartof>Journal of structural engineering (New York, N.Y.), 2005-01, Vol.131 (1), p.129-138</ispartof><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a352t-cd32a6cd15783e85254ba772be0fff6019a1b562663ff8b524b71302d028c9073</citedby><cites>FETCH-LOGICAL-a352t-cd32a6cd15783e85254ba772be0fff6019a1b562663ff8b524b71302d028c9073</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9445(2005)131:1(129)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9445(2005)131:1(129)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27903,27904,75940,75948</link.rule.ids></links><search><creatorcontrib>van der Vegte, G. J</creatorcontrib><creatorcontrib>Choo, Y. S</creatorcontrib><creatorcontrib>Liang, J. X</creatorcontrib><creatorcontrib>Zettlemoyer, N</creatorcontrib><creatorcontrib>Liew, J. Y. R</creatorcontrib><title>Static Strength of T-Joints Reinforced with Doubler or Collar Plates. II: Numerical Simulations</title><title>Journal of structural engineering (New York, N.Y.)</title><description>In the companion paper, the results of 12 tests on reinforced and unreinforced tubular T-joints subjected to axial brace loading were presented. The current study reports the finite element (FE) simulations of these 12 experiments. Various aspects of the FE strategy such as element type, mesh density, and contact algorithm are addressed. The numerically and experimentally determined load-ovalization plots reveal a very good correlation, not only for the initial stiffness, but also for the peak load and the postpeak branch of the curves. A comparison between deformed cross sections obtained from the tests and the corresponding numerically determined deformed shapes further confirms the close match between the numerical and experimental results. The paper then reports on the parametric FE study conducted on doubler plate reinforced T-joints subjected to axial brace compression. It is found that a significant strength enhancement can be achieved through proper proportioning of the doubler plate.</description><subject>TECHNICAL PAPERS</subject><issn>0733-9445</issn><issn>1943-541X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2005</creationdate><recordtype>article</recordtype><recordid>eNp9kEtPwzAQhC0EEqXwH3yC9pDiR5xHD0hVKFBUASJF4mY5iQ2ukrjYiRD_HkdFPaI97GFnRjsfAFcYzTCK8PVkkWfLKYopDdIwZBOCEJtiiud4gkk6PQIjnIY0YCF-Pwajg-4UnDm3RQjFDCcjwPNOdLqEeWdl-9F9QqPgJng0uu0cfJW6VcaWsoLf2t9uTV_U0kJjYWbqWlj4UotOuhlcrebwqW-k1aWoYa6b3h-0ad05OFGidvLib4_B291ykz0E6-f7VbZYB4Iy0gVlRYmIygqzOKEyYYSFhYhjUkiklIoQTgUuWESiiCqVFIyERYwpIhUiSZn6cmNwuc_dWfPVS9fxRrtS-idbaXrHSRIRlobMC2_2wtIa56xUfGd1I-wPx4gPYDkfwPIBGB-A8QEs92C5H5L6gPk-QPh8vjW9bX2xg_t_8y-tAH1O</recordid><startdate>200501</startdate><enddate>200501</enddate><creator>van der Vegte, G. J</creator><creator>Choo, Y. S</creator><creator>Liang, J. X</creator><creator>Zettlemoyer, N</creator><creator>Liew, J. Y. R</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>200501</creationdate><title>Static Strength of T-Joints Reinforced with Doubler or Collar Plates. II: Numerical Simulations</title><author>van der Vegte, G. J ; Choo, Y. S ; Liang, J. X ; Zettlemoyer, N ; Liew, J. Y. R</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a352t-cd32a6cd15783e85254ba772be0fff6019a1b562663ff8b524b71302d028c9073</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2005</creationdate><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>van der Vegte, G. J</creatorcontrib><creatorcontrib>Choo, Y. S</creatorcontrib><creatorcontrib>Liang, J. X</creatorcontrib><creatorcontrib>Zettlemoyer, N</creatorcontrib><creatorcontrib>Liew, J. Y. R</creatorcontrib><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts – Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>van der Vegte, G. J</au><au>Choo, Y. S</au><au>Liang, J. X</au><au>Zettlemoyer, N</au><au>Liew, J. Y. R</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Static Strength of T-Joints Reinforced with Doubler or Collar Plates. II: Numerical Simulations</atitle><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle><date>2005-01</date><risdate>2005</risdate><volume>131</volume><issue>1</issue><spage>129</spage><epage>138</epage><pages>129-138</pages><issn>0733-9445</issn><eissn>1943-541X</eissn><abstract>In the companion paper, the results of 12 tests on reinforced and unreinforced tubular T-joints subjected to axial brace loading were presented. The current study reports the finite element (FE) simulations of these 12 experiments. Various aspects of the FE strategy such as element type, mesh density, and contact algorithm are addressed. The numerically and experimentally determined load-ovalization plots reveal a very good correlation, not only for the initial stiffness, but also for the peak load and the postpeak branch of the curves. A comparison between deformed cross sections obtained from the tests and the corresponding numerically determined deformed shapes further confirms the close match between the numerical and experimental results. The paper then reports on the parametric FE study conducted on doubler plate reinforced T-joints subjected to axial brace compression. It is found that a significant strength enhancement can be achieved through proper proportioning of the doubler plate.</abstract><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9445(2005)131:1(129)</doi><tpages>10</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0733-9445
ispartof Journal of structural engineering (New York, N.Y.), 2005-01, Vol.131 (1), p.129-138
issn 0733-9445
1943-541X
language eng
recordid cdi_proquest_miscellaneous_28625945
source American Society of Civil Engineers:NESLI2:Journals:2014
subjects TECHNICAL PAPERS
title Static Strength of T-Joints Reinforced with Doubler or Collar Plates. II: Numerical Simulations
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-23T02%3A47%3A52IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Static%20Strength%20of%20T-Joints%20Reinforced%20with%20Doubler%20or%20Collar%20Plates.%20II:%20Numerical%20Simulations&rft.jtitle=Journal%20of%20structural%20engineering%20(New%20York,%20N.Y.)&rft.au=van%20der%20Vegte,%20G.%20J&rft.date=2005-01&rft.volume=131&rft.issue=1&rft.spage=129&rft.epage=138&rft.pages=129-138&rft.issn=0733-9445&rft.eissn=1943-541X&rft_id=info:doi/10.1061/(ASCE)0733-9445(2005)131:1(129)&rft_dat=%3Cproquest_cross%3E28625945%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=28625945&rft_id=info:pmid/&rfr_iscdi=true