Experimental bending tests of partially encased beams at elevated temperatures
This paper presents the result of an experimental research about the lateral torsional buckling instability during bending tests of Partially Encased Beams (PEB) at elevated temperature. A set of twenty seven four-point bending tests, grouped in ten series, were carried out to analyse the influence...
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| Veröffentlicht in: | Fire safety journal 2017-09, Vol.92, p.23-41 |
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| creator | Piloto, Paulo A.G. Ramos-Gavilán, Ana B. Gonçalves, Carlos Mesquita, Luís M.R. |
| description | This paper presents the result of an experimental research about the lateral torsional buckling instability during bending tests of Partially Encased Beams (PEB) at elevated temperature. A set of twenty seven four-point bending tests, grouped in ten series, were carried out to analyse the influence of relative slenderness, beam temperature and the shear bond conditions between concrete and steel in bending. In addition, this study compares the behaviour of PEB and bare steel beam under bending at room temperature.
PEB specimens are based on IPE100 steel profiles, with two different lengths 2.4 m (medium series) and 3.9 m (large series), tested in bending using simple supporting conditions and exposed to different temperatures levels of 200 °C, 400 °C, and 600 °C.
Two different shear bond conditions, between steel profile and lateral concrete, were analysed at 400 °C: one series with connectors formed by welded stirrups to the web and another series with natural adherence between steel and concrete, not welded stirrups.
PEB attained lateral torsional buckling as deformed failure mode at the ultimate limit state, except for the case of PEB tested at 600 °C that results in a plastic hinge failure. The bending resistance was determined for the maximum load event (Fu) and for the displacement limit corresponding to L/30 (FL/30) and compared with the results of the Eurocode 3 part 1–2 simple calculation method, considering an adaptation of its formulae to PEB. The expected reduction in bending resistance at elevated temperature is in good agreement with the experimental reduction factor, when the deformation criterion is used.
•Partially Encased Beams shall be checked for resistance to lateral-torsional buckling at room and fire conditions.•Bending tests of Partially Encased Beams are presented at different temperature levels and compared to bare steel beam.•Partially Encased Beams attained lateral-torsional buckling as deformed failure mode, except for the case tested at 600 ºC.•Validation of the simple method to determine the design resistance moment of laterally unrestrained Partially Encased Beam. |
| doi_str_mv | 10.1016/j.firesaf.2017.05.014 |
| format | Article |
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PEB specimens are based on IPE100 steel profiles, with two different lengths 2.4 m (medium series) and 3.9 m (large series), tested in bending using simple supporting conditions and exposed to different temperatures levels of 200 °C, 400 °C, and 600 °C.
Two different shear bond conditions, between steel profile and lateral concrete, were analysed at 400 °C: one series with connectors formed by welded stirrups to the web and another series with natural adherence between steel and concrete, not welded stirrups.
PEB attained lateral torsional buckling as deformed failure mode at the ultimate limit state, except for the case of PEB tested at 600 °C that results in a plastic hinge failure. The bending resistance was determined for the maximum load event (Fu) and for the displacement limit corresponding to L/30 (FL/30) and compared with the results of the Eurocode 3 part 1–2 simple calculation method, considering an adaptation of its formulae to PEB. The expected reduction in bending resistance at elevated temperature is in good agreement with the experimental reduction factor, when the deformation criterion is used.
•Partially Encased Beams shall be checked for resistance to lateral-torsional buckling at room and fire conditions.•Bending tests of Partially Encased Beams are presented at different temperature levels and compared to bare steel beam.•Partially Encased Beams attained lateral-torsional buckling as deformed failure mode, except for the case tested at 600 ºC.•Validation of the simple method to determine the design resistance moment of laterally unrestrained Partially Encased Beam.</description><identifier>ISSN: 0379-7112</identifier><identifier>EISSN: 1873-7226</identifier><identifier>DOI: 10.1016/j.firesaf.2017.05.014</identifier><language>eng</language><publisher>Lausanne: Elsevier Ltd</publisher><subject>Bend tests ; Bending ; Bending resistance ; Buckling ; Building codes ; Casing (process) ; Composite steel and concrete ; Concrete ; Connectors ; Deformation ; Elevated temperature ; Experimental research ; Experimental tests ; High temperature ; Lateral stability ; Lateral torsional buckling ; Partially encased beams ; Plastic buckling ; Plastics ; Reduction ; Steel ; Steel structures ; Steels ; Stirrups ; Studies ; Temperature ; Temperature effects ; Welding</subject><ispartof>Fire safety journal, 2017-09, Vol.92, p.23-41</ispartof><rights>2017 Elsevier Ltd</rights><rights>Copyright Elsevier BV Sep 2017</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c410t-697e27d7c987f4f6e9e17d979b32b2e743b141d3913c7211cb6c5e325863bcb13</citedby><cites>FETCH-LOGICAL-c410t-697e27d7c987f4f6e9e17d979b32b2e743b141d3913c7211cb6c5e325863bcb13</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0379711217303910$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3536,27903,27904,65309</link.rule.ids></links><search><creatorcontrib>Piloto, Paulo A.G.</creatorcontrib><creatorcontrib>Ramos-Gavilán, Ana B.</creatorcontrib><creatorcontrib>Gonçalves, Carlos</creatorcontrib><creatorcontrib>Mesquita, Luís M.R.</creatorcontrib><title>Experimental bending tests of partially encased beams at elevated temperatures</title><title>Fire safety journal</title><description>This paper presents the result of an experimental research about the lateral torsional buckling instability during bending tests of Partially Encased Beams (PEB) at elevated temperature. A set of twenty seven four-point bending tests, grouped in ten series, were carried out to analyse the influence of relative slenderness, beam temperature and the shear bond conditions between concrete and steel in bending. In addition, this study compares the behaviour of PEB and bare steel beam under bending at room temperature.
PEB specimens are based on IPE100 steel profiles, with two different lengths 2.4 m (medium series) and 3.9 m (large series), tested in bending using simple supporting conditions and exposed to different temperatures levels of 200 °C, 400 °C, and 600 °C.
Two different shear bond conditions, between steel profile and lateral concrete, were analysed at 400 °C: one series with connectors formed by welded stirrups to the web and another series with natural adherence between steel and concrete, not welded stirrups.
PEB attained lateral torsional buckling as deformed failure mode at the ultimate limit state, except for the case of PEB tested at 600 °C that results in a plastic hinge failure. The bending resistance was determined for the maximum load event (Fu) and for the displacement limit corresponding to L/30 (FL/30) and compared with the results of the Eurocode 3 part 1–2 simple calculation method, considering an adaptation of its formulae to PEB. The expected reduction in bending resistance at elevated temperature is in good agreement with the experimental reduction factor, when the deformation criterion is used.
•Partially Encased Beams shall be checked for resistance to lateral-torsional buckling at room and fire conditions.•Bending tests of Partially Encased Beams are presented at different temperature levels and compared to bare steel beam.•Partially Encased Beams attained lateral-torsional buckling as deformed failure mode, except for the case tested at 600 ºC.•Validation of the simple method to determine the design resistance moment of laterally unrestrained Partially Encased Beam.</description><subject>Bend tests</subject><subject>Bending</subject><subject>Bending resistance</subject><subject>Buckling</subject><subject>Building codes</subject><subject>Casing (process)</subject><subject>Composite steel and concrete</subject><subject>Concrete</subject><subject>Connectors</subject><subject>Deformation</subject><subject>Elevated temperature</subject><subject>Experimental research</subject><subject>Experimental tests</subject><subject>High temperature</subject><subject>Lateral stability</subject><subject>Lateral torsional buckling</subject><subject>Partially encased beams</subject><subject>Plastic buckling</subject><subject>Plastics</subject><subject>Reduction</subject><subject>Steel</subject><subject>Steel structures</subject><subject>Steels</subject><subject>Stirrups</subject><subject>Studies</subject><subject>Temperature</subject><subject>Temperature effects</subject><subject>Welding</subject><issn>0379-7112</issn><issn>1873-7226</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><recordid>eNqFkE1LxDAQhoMouK7-BCHguTWTtE1zElnWD1j0oueQpFNp6bY1yS76782ye_c0MDzzzsxDyC2wHBhU933edh6DaXPOQOaszBkUZ2QBtRSZ5Lw6JwsmpMokAL8kVyH0LIGMqQV5W__M6LstjtEM1OLYdOMXjRhioFNLZ-NjZ4bhl-LoTMAmIWYbqIkUB9ybmDoRtynCxF264ZpctGYIeHOqS_L5tP5YvWSb9-fX1eMmcwWwmFVKIpeNdKqWbdFWqBBko6SygluOshAWCmiEAuEkB3C2ciUKXtaVsM6CWJK7Y-7sp-9dulb3086PaaUGVTFVC6VYosoj5fwUgsdWz-lV4381MH1Qp3t9UqcP6jQrdVKX5h6Oc5he2HfodXBdEoBNgl3UzdT9k_AH7m96NA</recordid><startdate>20170901</startdate><enddate>20170901</enddate><creator>Piloto, Paulo A.G.</creator><creator>Ramos-Gavilán, Ana B.</creator><creator>Gonçalves, Carlos</creator><creator>Mesquita, Luís M.R.</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7T2</scope><scope>7TB</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20170901</creationdate><title>Experimental bending tests of partially encased beams at elevated temperatures</title><author>Piloto, Paulo A.G. ; Ramos-Gavilán, Ana B. ; Gonçalves, Carlos ; Mesquita, Luís M.R.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c410t-697e27d7c987f4f6e9e17d979b32b2e743b141d3913c7211cb6c5e325863bcb13</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Bend tests</topic><topic>Bending</topic><topic>Bending resistance</topic><topic>Buckling</topic><topic>Building codes</topic><topic>Casing (process)</topic><topic>Composite steel and concrete</topic><topic>Concrete</topic><topic>Connectors</topic><topic>Deformation</topic><topic>Elevated temperature</topic><topic>Experimental research</topic><topic>Experimental tests</topic><topic>High temperature</topic><topic>Lateral stability</topic><topic>Lateral torsional buckling</topic><topic>Partially encased beams</topic><topic>Plastic buckling</topic><topic>Plastics</topic><topic>Reduction</topic><topic>Steel</topic><topic>Steel structures</topic><topic>Steels</topic><topic>Stirrups</topic><topic>Studies</topic><topic>Temperature</topic><topic>Temperature effects</topic><topic>Welding</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Piloto, Paulo A.G.</creatorcontrib><creatorcontrib>Ramos-Gavilán, Ana B.</creatorcontrib><creatorcontrib>Gonçalves, Carlos</creatorcontrib><creatorcontrib>Mesquita, Luís M.R.</creatorcontrib><collection>CrossRef</collection><collection>Health and Safety Science Abstracts (Full archive)</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Fire safety journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Piloto, Paulo A.G.</au><au>Ramos-Gavilán, Ana B.</au><au>Gonçalves, Carlos</au><au>Mesquita, Luís M.R.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental bending tests of partially encased beams at elevated temperatures</atitle><jtitle>Fire safety journal</jtitle><date>2017-09-01</date><risdate>2017</risdate><volume>92</volume><spage>23</spage><epage>41</epage><pages>23-41</pages><issn>0379-7112</issn><eissn>1873-7226</eissn><abstract>This paper presents the result of an experimental research about the lateral torsional buckling instability during bending tests of Partially Encased Beams (PEB) at elevated temperature. A set of twenty seven four-point bending tests, grouped in ten series, were carried out to analyse the influence of relative slenderness, beam temperature and the shear bond conditions between concrete and steel in bending. In addition, this study compares the behaviour of PEB and bare steel beam under bending at room temperature.
PEB specimens are based on IPE100 steel profiles, with two different lengths 2.4 m (medium series) and 3.9 m (large series), tested in bending using simple supporting conditions and exposed to different temperatures levels of 200 °C, 400 °C, and 600 °C.
Two different shear bond conditions, between steel profile and lateral concrete, were analysed at 400 °C: one series with connectors formed by welded stirrups to the web and another series with natural adherence between steel and concrete, not welded stirrups.
PEB attained lateral torsional buckling as deformed failure mode at the ultimate limit state, except for the case of PEB tested at 600 °C that results in a plastic hinge failure. The bending resistance was determined for the maximum load event (Fu) and for the displacement limit corresponding to L/30 (FL/30) and compared with the results of the Eurocode 3 part 1–2 simple calculation method, considering an adaptation of its formulae to PEB. The expected reduction in bending resistance at elevated temperature is in good agreement with the experimental reduction factor, when the deformation criterion is used.
•Partially Encased Beams shall be checked for resistance to lateral-torsional buckling at room and fire conditions.•Bending tests of Partially Encased Beams are presented at different temperature levels and compared to bare steel beam.•Partially Encased Beams attained lateral-torsional buckling as deformed failure mode, except for the case tested at 600 ºC.•Validation of the simple method to determine the design resistance moment of laterally unrestrained Partially Encased Beam.</abstract><cop>Lausanne</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.firesaf.2017.05.014</doi><tpages>19</tpages><oa>free_for_read</oa></addata></record> |
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| subjects | Bend tests Bending Bending resistance Buckling Building codes Casing (process) Composite steel and concrete Concrete Connectors Deformation Elevated temperature Experimental research Experimental tests High temperature Lateral stability Lateral torsional buckling Partially encased beams Plastic buckling Plastics Reduction Steel Steel structures Steels Stirrups Studies Temperature Temperature effects Welding |
| title | Experimental bending tests of partially encased beams at elevated temperatures |
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