Study on Mechanical Properties of Concrete Filled Square Steel Tubular Column Joints

Study on Mechanical Properties of Concrete Filled Square Steel Tubular Column Joints

A new type of connection node filled with steel tubular column is proposed for the frame structure of concrete. In this paper, the mechanical properties and failure mechanism are studied. As shown by the finite element analysis results, the hysteresis curve attains the full standard, indicating that...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:The open civil engineering journal 2016-10, Vol.10 (1), p.668-676
Hauptverfasser: Shi, Wei, Sanxia, Xiao, Guoping, Jiang
Format: Artikel
Sprache:eng
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 676
container_issue 1
container_start_page 668
container_title The open civil engineering journal
container_volume 10
creator Shi, Wei
Sanxia, Xiao
Guoping, Jiang
description A new type of connection node filled with steel tubular column is proposed for the frame structure of concrete. In this paper, the mechanical properties and failure mechanism are studied. As shown by the finite element analysis results, the hysteresis curve attains the full standard, indicating that the joints possess good deformation performance, as well as good bearing capacity, ductility and energy dissipation capacity. Based on the results of the finite element analysis, the experimental study of this type of node is carried out. Meanwhile, a series of experiments are conducted to enhance the length of the steel plate, the effectiveness of the steel plate and the thickness of the protective layer of the steel plate.
doi_str_mv 10.2174/1874149501610010668
format Article
fullrecord <record><control><sourceid>crossref</sourceid><recordid>TN_cdi_crossref_primary_10_2174_1874149501610010668</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>10_2174_1874149501610010668</sourcerecordid><originalsourceid>FETCH-LOGICAL-c1598-f8bc85d687da678144b6691fe30f1591192cb281af037ef86c09a66487ccbff33</originalsourceid><addsrcrecordid>eNptkM1KxDAUhYMoOI4-gZu8QDW3SZN0KcXxhxGF1nVJ0xusZJoxaRfz9k7RhQtX53D4OIuPkGtgNzkocQtaCRBlwUACY8Ck1CdktazZMp_-6efkIqVPxiTXuVyRpp7m_kDDSF_QfphxsMbTtxj2GKcBEw2OVmG0ESekm8F77Gn9NZuItJ4QPW3mbvYmHiE_70b6HIZxSpfkzBmf8Oo31-R9c99Uj9n29eGputtmFopSZ053Vhe91Ko3UmkQopOyBIecuSMAUOa2yzUYx7hCp6VlpZFSaGVt5xzna8J_fm0MKUV07T4OOxMPLbB2EdP-I4Z_A5otVas</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Study on Mechanical Properties of Concrete Filled Square Steel Tubular Column Joints</title><source>Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals</source><creator>Shi, Wei ; Sanxia, Xiao ; Guoping, Jiang</creator><creatorcontrib>Shi, Wei ; Sanxia, Xiao ; Guoping, Jiang</creatorcontrib><description>A new type of connection node filled with steel tubular column is proposed for the frame structure of concrete. In this paper, the mechanical properties and failure mechanism are studied. As shown by the finite element analysis results, the hysteresis curve attains the full standard, indicating that the joints possess good deformation performance, as well as good bearing capacity, ductility and energy dissipation capacity. Based on the results of the finite element analysis, the experimental study of this type of node is carried out. Meanwhile, a series of experiments are conducted to enhance the length of the steel plate, the effectiveness of the steel plate and the thickness of the protective layer of the steel plate.</description><identifier>ISSN: 1874-1495</identifier><identifier>EISSN: 1874-1495</identifier><identifier>DOI: 10.2174/1874149501610010668</identifier><language>eng</language><ispartof>The open civil engineering journal, 2016-10, Vol.10 (1), p.668-676</ispartof><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c1598-f8bc85d687da678144b6691fe30f1591192cb281af037ef86c09a66487ccbff33</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Shi, Wei</creatorcontrib><creatorcontrib>Sanxia, Xiao</creatorcontrib><creatorcontrib>Guoping, Jiang</creatorcontrib><title>Study on Mechanical Properties of Concrete Filled Square Steel Tubular Column Joints</title><title>The open civil engineering journal</title><description>A new type of connection node filled with steel tubular column is proposed for the frame structure of concrete. In this paper, the mechanical properties and failure mechanism are studied. As shown by the finite element analysis results, the hysteresis curve attains the full standard, indicating that the joints possess good deformation performance, as well as good bearing capacity, ductility and energy dissipation capacity. Based on the results of the finite element analysis, the experimental study of this type of node is carried out. Meanwhile, a series of experiments are conducted to enhance the length of the steel plate, the effectiveness of the steel plate and the thickness of the protective layer of the steel plate.</description><issn>1874-1495</issn><issn>1874-1495</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNptkM1KxDAUhYMoOI4-gZu8QDW3SZN0KcXxhxGF1nVJ0xusZJoxaRfz9k7RhQtX53D4OIuPkGtgNzkocQtaCRBlwUACY8Ck1CdktazZMp_-6efkIqVPxiTXuVyRpp7m_kDDSF_QfphxsMbTtxj2GKcBEw2OVmG0ESekm8F77Gn9NZuItJ4QPW3mbvYmHiE_70b6HIZxSpfkzBmf8Oo31-R9c99Uj9n29eGputtmFopSZ053Vhe91Ko3UmkQopOyBIecuSMAUOa2yzUYx7hCp6VlpZFSaGVt5xzna8J_fm0MKUV07T4OOxMPLbB2EdP-I4Z_A5otVas</recordid><startdate>20161031</startdate><enddate>20161031</enddate><creator>Shi, Wei</creator><creator>Sanxia, Xiao</creator><creator>Guoping, Jiang</creator><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>20161031</creationdate><title>Study on Mechanical Properties of Concrete Filled Square Steel Tubular Column Joints</title><author>Shi, Wei ; Sanxia, Xiao ; Guoping, Jiang</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c1598-f8bc85d687da678144b6691fe30f1591192cb281af037ef86c09a66487ccbff33</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Shi, Wei</creatorcontrib><creatorcontrib>Sanxia, Xiao</creatorcontrib><creatorcontrib>Guoping, Jiang</creatorcontrib><collection>CrossRef</collection><jtitle>The open civil engineering journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Shi, Wei</au><au>Sanxia, Xiao</au><au>Guoping, Jiang</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Study on Mechanical Properties of Concrete Filled Square Steel Tubular Column Joints</atitle><jtitle>The open civil engineering journal</jtitle><date>2016-10-31</date><risdate>2016</risdate><volume>10</volume><issue>1</issue><spage>668</spage><epage>676</epage><pages>668-676</pages><issn>1874-1495</issn><eissn>1874-1495</eissn><abstract>A new type of connection node filled with steel tubular column is proposed for the frame structure of concrete. In this paper, the mechanical properties and failure mechanism are studied. As shown by the finite element analysis results, the hysteresis curve attains the full standard, indicating that the joints possess good deformation performance, as well as good bearing capacity, ductility and energy dissipation capacity. Based on the results of the finite element analysis, the experimental study of this type of node is carried out. Meanwhile, a series of experiments are conducted to enhance the length of the steel plate, the effectiveness of the steel plate and the thickness of the protective layer of the steel plate.</abstract><doi>10.2174/1874149501610010668</doi><tpages>9</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1874-1495
ispartof The open civil engineering journal, 2016-10, Vol.10 (1), p.668-676
issn 1874-1495
1874-1495
language eng
recordid cdi_crossref_primary_10_2174_1874149501610010668
source Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals
title Study on Mechanical Properties of Concrete Filled Square Steel Tubular Column Joints
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-03T07%3A22%3A44IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-crossref&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Study%20on%20Mechanical%20Properties%20of%20Concrete%20Filled%20Square%20Steel%20Tubular%20Column%20Joints&rft.jtitle=The%20open%20civil%20engineering%20journal&rft.au=Shi,%20Wei&rft.date=2016-10-31&rft.volume=10&rft.issue=1&rft.spage=668&rft.epage=676&rft.pages=668-676&rft.issn=1874-1495&rft.eissn=1874-1495&rft_id=info:doi/10.2174/1874149501610010668&rft_dat=%3Ccrossref%3E10_2174_1874149501610010668%3C/crossref%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true