Finite element stress analysis of a reinforced high-strength concrete column in severe fires
The objective of this study is to quantify the development of thermal stress states that account for the occurrence of moisture-induced explosive spalling of reinforced high-strength concrete structures under rapid heating conditions. Obtained from finite difference models of simulating coupled heat...
Gespeichert in:
| Veröffentlicht in: | Computers & structures 2006-08, Vol.84 (21), p.1338-1352 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 1352 |
|---|---|
| container_issue | 21 |
| container_start_page | 1338 |
| container_title | Computers & structures |
| container_volume | 84 |
| creator | Chung, Jae H. Consolazio, Gary R. McVay, Michael C. |
| description | The objective of this study is to quantify the development of thermal stress states that account for the occurrence of moisture-induced explosive spalling of reinforced high-strength concrete structures under rapid heating conditions. Obtained from finite difference models of simulating coupled heat and mass transport phenomena in heated reinforced concrete elements, transient temperature profiles are used as prescribed boundary conditions for subsequent finite element thermo-elastic stress analysis. A computational methodology using the theory of mixtures (volume averaging) is presented to compute thermally induced effective stresses that are potentially associated with thermal spalling of high-strength concrete. |
| doi_str_mv | 10.1016/j.compstruc.2006.03.007 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_29265181</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0045794906001283</els_id><sourcerecordid>29265181</sourcerecordid><originalsourceid>FETCH-LOGICAL-c376t-8bd51f790fc9f9d6afcf69f907c0075f3c2e9b12c5a7060d49b5f9d5c40e3aa83</originalsourceid><addsrcrecordid>eNqFkE1rGzEQhkVpIG6S3xBd2ttuRvtpHUOo24Ihl-QWEPLsKJbZlVzN2uB_XxmH9tiTdHjed2YeIe4VlApU97ArMU57ntMBywqgK6EuAfpPYqGWvS6qqqk_iwVA0xa9bvS1-MK8gww2AAvxtvLBzyRppInCLHMPMUsb7HhizzI6aWUiH1xMSIPc-vdtcYbC-7yVGAMmynGM42EK0gfJdKRE0vnccyuunB2Z7j7eG_G6-v7y9LNYP__49fS4LrDuu7lYboZWuV6DQ-300FmHrss_6DEf0roaK9IbVWFre-hgaPSmzVyLDVBt7bK-Ed8uvfsUfx-IZzN5RhpHGyge2FS66lq1VBnsLyCmyJzImX3yk00no8CcbZqd-WvTnG0aqE1eIie_foywjHZ0yQb0_C-et1fQQOYeLxzle4-ekmH0FLK6LARnM0T_31l_AMq5kZI</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>29265181</pqid></control><display><type>article</type><title>Finite element stress analysis of a reinforced high-strength concrete column in severe fires</title><source>Elsevier ScienceDirect Journals Complete</source><creator>Chung, Jae H. ; Consolazio, Gary R. ; McVay, Michael C.</creator><creatorcontrib>Chung, Jae H. ; Consolazio, Gary R. ; McVay, Michael C.</creatorcontrib><description>The objective of this study is to quantify the development of thermal stress states that account for the occurrence of moisture-induced explosive spalling of reinforced high-strength concrete structures under rapid heating conditions. Obtained from finite difference models of simulating coupled heat and mass transport phenomena in heated reinforced concrete elements, transient temperature profiles are used as prescribed boundary conditions for subsequent finite element thermo-elastic stress analysis. A computational methodology using the theory of mixtures (volume averaging) is presented to compute thermally induced effective stresses that are potentially associated with thermal spalling of high-strength concrete.</description><identifier>ISSN: 0045-7949</identifier><identifier>EISSN: 1879-2243</identifier><identifier>DOI: 10.1016/j.compstruc.2006.03.007</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Analytical and numerical techniques ; Applied sciences ; Building structure ; Buildings. Public works ; Computational techniques ; Construction (buildings and works) ; Exact sciences and technology ; Finite element analysis ; Fundamental areas of phenomenology (including applications) ; Heat transfer ; High-strength concrete ; Mathematical methods in physics ; Physics ; Reinforced concrete structure ; Solid mechanics ; Static elasticity (thermoelasticity...) ; Structural and continuum mechanics ; Temperature ; Thermal analysis ; Thermal spalling</subject><ispartof>Computers & structures, 2006-08, Vol.84 (21), p.1338-1352</ispartof><rights>2006 Elsevier Ltd</rights><rights>2006 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c376t-8bd51f790fc9f9d6afcf69f907c0075f3c2e9b12c5a7060d49b5f9d5c40e3aa83</citedby><cites>FETCH-LOGICAL-c376t-8bd51f790fc9f9d6afcf69f907c0075f3c2e9b12c5a7060d49b5f9d5c40e3aa83</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0045794906001283$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65534</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=17901040$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Chung, Jae H.</creatorcontrib><creatorcontrib>Consolazio, Gary R.</creatorcontrib><creatorcontrib>McVay, Michael C.</creatorcontrib><title>Finite element stress analysis of a reinforced high-strength concrete column in severe fires</title><title>Computers & structures</title><description>The objective of this study is to quantify the development of thermal stress states that account for the occurrence of moisture-induced explosive spalling of reinforced high-strength concrete structures under rapid heating conditions. Obtained from finite difference models of simulating coupled heat and mass transport phenomena in heated reinforced concrete elements, transient temperature profiles are used as prescribed boundary conditions for subsequent finite element thermo-elastic stress analysis. A computational methodology using the theory of mixtures (volume averaging) is presented to compute thermally induced effective stresses that are potentially associated with thermal spalling of high-strength concrete.</description><subject>Analytical and numerical techniques</subject><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Computational techniques</subject><subject>Construction (buildings and works)</subject><subject>Exact sciences and technology</subject><subject>Finite element analysis</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Heat transfer</subject><subject>High-strength concrete</subject><subject>Mathematical methods in physics</subject><subject>Physics</subject><subject>Reinforced concrete structure</subject><subject>Solid mechanics</subject><subject>Static elasticity (thermoelasticity...)</subject><subject>Structural and continuum mechanics</subject><subject>Temperature</subject><subject>Thermal analysis</subject><subject>Thermal spalling</subject><issn>0045-7949</issn><issn>1879-2243</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2006</creationdate><recordtype>article</recordtype><recordid>eNqFkE1rGzEQhkVpIG6S3xBd2ttuRvtpHUOo24Ihl-QWEPLsKJbZlVzN2uB_XxmH9tiTdHjed2YeIe4VlApU97ArMU57ntMBywqgK6EuAfpPYqGWvS6qqqk_iwVA0xa9bvS1-MK8gww2AAvxtvLBzyRppInCLHMPMUsb7HhizzI6aWUiH1xMSIPc-vdtcYbC-7yVGAMmynGM42EK0gfJdKRE0vnccyuunB2Z7j7eG_G6-v7y9LNYP__49fS4LrDuu7lYboZWuV6DQ-300FmHrss_6DEf0roaK9IbVWFre-hgaPSmzVyLDVBt7bK-Ed8uvfsUfx-IZzN5RhpHGyge2FS66lq1VBnsLyCmyJzImX3yk00no8CcbZqd-WvTnG0aqE1eIie_foywjHZ0yQb0_C-et1fQQOYeLxzle4-ekmH0FLK6LARnM0T_31l_AMq5kZI</recordid><startdate>20060801</startdate><enddate>20060801</enddate><creator>Chung, Jae H.</creator><creator>Consolazio, Gary R.</creator><creator>McVay, Michael C.</creator><general>Elsevier Ltd</general><general>Elsevier Science</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</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>20060801</creationdate><title>Finite element stress analysis of a reinforced high-strength concrete column in severe fires</title><author>Chung, Jae H. ; Consolazio, Gary R. ; McVay, Michael C.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c376t-8bd51f790fc9f9d6afcf69f907c0075f3c2e9b12c5a7060d49b5f9d5c40e3aa83</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2006</creationdate><topic>Analytical and numerical techniques</topic><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>Computational techniques</topic><topic>Construction (buildings and works)</topic><topic>Exact sciences and technology</topic><topic>Finite element analysis</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Heat transfer</topic><topic>High-strength concrete</topic><topic>Mathematical methods in physics</topic><topic>Physics</topic><topic>Reinforced concrete structure</topic><topic>Solid mechanics</topic><topic>Static elasticity (thermoelasticity...)</topic><topic>Structural and continuum mechanics</topic><topic>Temperature</topic><topic>Thermal analysis</topic><topic>Thermal spalling</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Chung, Jae H.</creatorcontrib><creatorcontrib>Consolazio, Gary R.</creatorcontrib><creatorcontrib>McVay, Michael C.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Computer and Information Systems 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>Computers & structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Chung, Jae H.</au><au>Consolazio, Gary R.</au><au>McVay, Michael C.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Finite element stress analysis of a reinforced high-strength concrete column in severe fires</atitle><jtitle>Computers & structures</jtitle><date>2006-08-01</date><risdate>2006</risdate><volume>84</volume><issue>21</issue><spage>1338</spage><epage>1352</epage><pages>1338-1352</pages><issn>0045-7949</issn><eissn>1879-2243</eissn><abstract>The objective of this study is to quantify the development of thermal stress states that account for the occurrence of moisture-induced explosive spalling of reinforced high-strength concrete structures under rapid heating conditions. Obtained from finite difference models of simulating coupled heat and mass transport phenomena in heated reinforced concrete elements, transient temperature profiles are used as prescribed boundary conditions for subsequent finite element thermo-elastic stress analysis. A computational methodology using the theory of mixtures (volume averaging) is presented to compute thermally induced effective stresses that are potentially associated with thermal spalling of high-strength concrete.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.compstruc.2006.03.007</doi><tpages>15</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0045-7949 |
| ispartof | Computers & structures, 2006-08, Vol.84 (21), p.1338-1352 |
| issn | 0045-7949 1879-2243 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_29265181 |
| source | Elsevier ScienceDirect Journals Complete |
| subjects | Analytical and numerical techniques Applied sciences Building structure Buildings. Public works Computational techniques Construction (buildings and works) Exact sciences and technology Finite element analysis Fundamental areas of phenomenology (including applications) Heat transfer High-strength concrete Mathematical methods in physics Physics Reinforced concrete structure Solid mechanics Static elasticity (thermoelasticity...) Structural and continuum mechanics Temperature Thermal analysis Thermal spalling |
| title | Finite element stress analysis of a reinforced high-strength concrete column in severe fires |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-19T07%3A54%3A26IST&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=Finite%20element%20stress%20analysis%20of%20a%20reinforced%20high-strength%20concrete%20column%20in%20severe%20fires&rft.jtitle=Computers%20&%20structures&rft.au=Chung,%20Jae%20H.&rft.date=2006-08-01&rft.volume=84&rft.issue=21&rft.spage=1338&rft.epage=1352&rft.pages=1338-1352&rft.issn=0045-7949&rft.eissn=1879-2243&rft_id=info:doi/10.1016/j.compstruc.2006.03.007&rft_dat=%3Cproquest_cross%3E29265181%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=29265181&rft_id=info:pmid/&rft_els_id=S0045794906001283&rfr_iscdi=true |