Multiaxial-coupled analysis of RC cross-sections subjected to combined forces
In this paper a nonlinear sectional formulation to account for full 3D stress–strain states on frame elements is presented, by means of a special cross-section model which allows for warping and section’s shape distortion. This formulation allows using a 3D constitutive model for concrete. Subsequen...
Gespeichert in:
Veröffentlicht in: | Engineering structures 2007-08, Vol.29 (8), p.1722-1738 |
---|---|
Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 1738 |
---|---|
container_issue | 8 |
container_start_page | 1722 |
container_title | Engineering structures |
container_volume | 29 |
creator | Bairan, J.M. Mari, A.R. |
description | In this paper a nonlinear sectional formulation to account for full 3D stress–strain states on frame elements is presented, by means of a special cross-section model which allows for warping and section’s shape distortion. This formulation allows using a 3D constitutive model for concrete. Subsequently, the approach is applied it to the nonlinear coupled behaviour of RC sections under multiaxial internal forces considering inclined cracking pattern and failure stages. The applicability of the model to RC sections is validated by means of combined tangential-normal loading case studies. The presented formulation uses the traditional six generalized strains 3D sectional analysis; therefore it can be implemented on any 3D frame element without introducing additional degrees of freedom on the frame element. |
doi_str_mv | 10.1016/j.engstruct.2006.09.007 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_30043024</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0141029606003804</els_id><sourcerecordid>30043024</sourcerecordid><originalsourceid>FETCH-LOGICAL-c376t-5633a8c785619dbe51900584508aef3bcb21929b3bbfe46d81d020bec54dc1dd3</originalsourceid><addsrcrecordid>eNqFkMtu2zAQRYmgAeIm-YZo0-6kDkU9yGVgtGmAGAGKZk3wMSpoyKLLkYr670PXRrrMamZxZi7uYeyOQ8WBd1-2FU6_aE6Lm6saoKtAVQD9BVtx2YuyF7X4wFbAG15Crbor9pFoCwC1lLBim80yzsH8DWYsXVz2I_rCTGY8UKAiDsWPdeFSJCoJ3RziRAUtdpv3zM2xcHFnw5T3ISaHdMMuBzMS3p7nNXv59vXn-nv59PzwuL5_Kp3ou7lsOyGMdL1sO668xZYrgFY2LUiDg7DO1lzVygprB2w6L7mHGiy6tvGOey-u2efT332KvxekWe8CORxHM2FcSAuARkDdZLA_gf9KJBz0PoWdSQfNQR_16a1-06eP-jQonfXly0_nCEPOjEMykwv0_1wqrhRvM3d_4jD3_RMwaXIBJ4c-pKxJ-xjezXoFemWLbQ</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>30043024</pqid></control><display><type>article</type><title>Multiaxial-coupled analysis of RC cross-sections subjected to combined forces</title><source>Elsevier ScienceDirect Journals Complete</source><creator>Bairan, J.M. ; Mari, A.R.</creator><creatorcontrib>Bairan, J.M. ; Mari, A.R.</creatorcontrib><description>In this paper a nonlinear sectional formulation to account for full 3D stress–strain states on frame elements is presented, by means of a special cross-section model which allows for warping and section’s shape distortion. This formulation allows using a 3D constitutive model for concrete. Subsequently, the approach is applied it to the nonlinear coupled behaviour of RC sections under multiaxial internal forces considering inclined cracking pattern and failure stages. The applicability of the model to RC sections is validated by means of combined tangential-normal loading case studies. The presented formulation uses the traditional six generalized strains 3D sectional analysis; therefore it can be implemented on any 3D frame element without introducing additional degrees of freedom on the frame element.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2006.09.007</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Amsterdam: Elsevier Ltd</publisher><subject>3D Coupled loading ; Applied sciences ; Building structure ; Buildings. Public works ; Computation methods. Tables. Charts ; Construction (buildings and works) ; Exact sciences and technology ; Internal forces interaction ; Nonlinear analysis ; Reinforced concrete ; Reinforced concrete structure ; Sectional analysis ; Shear ; Structural analysis. Stresses ; Torsion</subject><ispartof>Engineering structures, 2007-08, Vol.29 (8), p.1722-1738</ispartof><rights>2006 Elsevier Ltd</rights><rights>2008 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c376t-5633a8c785619dbe51900584508aef3bcb21929b3bbfe46d81d020bec54dc1dd3</citedby><cites>FETCH-LOGICAL-c376t-5633a8c785619dbe51900584508aef3bcb21929b3bbfe46d81d020bec54dc1dd3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0141029606003804$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=18919915$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Bairan, J.M.</creatorcontrib><creatorcontrib>Mari, A.R.</creatorcontrib><title>Multiaxial-coupled analysis of RC cross-sections subjected to combined forces</title><title>Engineering structures</title><description>In this paper a nonlinear sectional formulation to account for full 3D stress–strain states on frame elements is presented, by means of a special cross-section model which allows for warping and section’s shape distortion. This formulation allows using a 3D constitutive model for concrete. Subsequently, the approach is applied it to the nonlinear coupled behaviour of RC sections under multiaxial internal forces considering inclined cracking pattern and failure stages. The applicability of the model to RC sections is validated by means of combined tangential-normal loading case studies. The presented formulation uses the traditional six generalized strains 3D sectional analysis; therefore it can be implemented on any 3D frame element without introducing additional degrees of freedom on the frame element.</description><subject>3D Coupled loading</subject><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Construction (buildings and works)</subject><subject>Exact sciences and technology</subject><subject>Internal forces interaction</subject><subject>Nonlinear analysis</subject><subject>Reinforced concrete</subject><subject>Reinforced concrete structure</subject><subject>Sectional analysis</subject><subject>Shear</subject><subject>Structural analysis. Stresses</subject><subject>Torsion</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><recordid>eNqFkMtu2zAQRYmgAeIm-YZo0-6kDkU9yGVgtGmAGAGKZk3wMSpoyKLLkYr670PXRrrMamZxZi7uYeyOQ8WBd1-2FU6_aE6Lm6saoKtAVQD9BVtx2YuyF7X4wFbAG15Crbor9pFoCwC1lLBim80yzsH8DWYsXVz2I_rCTGY8UKAiDsWPdeFSJCoJ3RziRAUtdpv3zM2xcHFnw5T3ISaHdMMuBzMS3p7nNXv59vXn-nv59PzwuL5_Kp3ou7lsOyGMdL1sO668xZYrgFY2LUiDg7DO1lzVygprB2w6L7mHGiy6tvGOey-u2efT332KvxekWe8CORxHM2FcSAuARkDdZLA_gf9KJBz0PoWdSQfNQR_16a1-06eP-jQonfXly0_nCEPOjEMykwv0_1wqrhRvM3d_4jD3_RMwaXIBJ4c-pKxJ-xjezXoFemWLbQ</recordid><startdate>20070801</startdate><enddate>20070801</enddate><creator>Bairan, J.M.</creator><creator>Mari, A.R.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20070801</creationdate><title>Multiaxial-coupled analysis of RC cross-sections subjected to combined forces</title><author>Bairan, J.M. ; Mari, A.R.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c376t-5633a8c785619dbe51900584508aef3bcb21929b3bbfe46d81d020bec54dc1dd3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2007</creationdate><topic>3D Coupled loading</topic><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>Construction (buildings and works)</topic><topic>Exact sciences and technology</topic><topic>Internal forces interaction</topic><topic>Nonlinear analysis</topic><topic>Reinforced concrete</topic><topic>Reinforced concrete structure</topic><topic>Sectional analysis</topic><topic>Shear</topic><topic>Structural analysis. Stresses</topic><topic>Torsion</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Bairan, J.M.</creatorcontrib><creatorcontrib>Mari, A.R.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Bairan, J.M.</au><au>Mari, A.R.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Multiaxial-coupled analysis of RC cross-sections subjected to combined forces</atitle><jtitle>Engineering structures</jtitle><date>2007-08-01</date><risdate>2007</risdate><volume>29</volume><issue>8</issue><spage>1722</spage><epage>1738</epage><pages>1722-1738</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>In this paper a nonlinear sectional formulation to account for full 3D stress–strain states on frame elements is presented, by means of a special cross-section model which allows for warping and section’s shape distortion. This formulation allows using a 3D constitutive model for concrete. Subsequently, the approach is applied it to the nonlinear coupled behaviour of RC sections under multiaxial internal forces considering inclined cracking pattern and failure stages. The applicability of the model to RC sections is validated by means of combined tangential-normal loading case studies. The presented formulation uses the traditional six generalized strains 3D sectional analysis; therefore it can be implemented on any 3D frame element without introducing additional degrees of freedom on the frame element.</abstract><cop>Amsterdam</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2006.09.007</doi><tpages>17</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0141-0296 |
ispartof | Engineering structures, 2007-08, Vol.29 (8), p.1722-1738 |
issn | 0141-0296 1873-7323 |
language | eng |
recordid | cdi_proquest_miscellaneous_30043024 |
source | Elsevier ScienceDirect Journals Complete |
subjects | 3D Coupled loading Applied sciences Building structure Buildings. Public works Computation methods. Tables. Charts Construction (buildings and works) Exact sciences and technology Internal forces interaction Nonlinear analysis Reinforced concrete Reinforced concrete structure Sectional analysis Shear Structural analysis. Stresses Torsion |
title | Multiaxial-coupled analysis of RC cross-sections subjected to combined forces |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-12T16%3A20%3A27IST&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=Multiaxial-coupled%20analysis%20of%20RC%20cross-sections%20subjected%20to%20combined%20forces&rft.jtitle=Engineering%20structures&rft.au=Bairan,%20J.M.&rft.date=2007-08-01&rft.volume=29&rft.issue=8&rft.spage=1722&rft.epage=1738&rft.pages=1722-1738&rft.issn=0141-0296&rft.eissn=1873-7323&rft.coden=ENSTDF&rft_id=info:doi/10.1016/j.engstruct.2006.09.007&rft_dat=%3Cproquest_cross%3E30043024%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=30043024&rft_id=info:pmid/&rft_els_id=S0141029606003804&rfr_iscdi=true |