Stability of partially encased columns under fire
| Autor(a) principal: | |
|---|---|
| Data de Publicação: | 2016 |
| Outros Autores: | , , , |
| Idioma: | eng |
| Título da fonte: | Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
| Texto Completo: | http://hdl.handle.net/10198/16541 |
Resumo: | The stability of partially encased columns under fire is evaluated, based on two different methods. The simple calculation method is presented and depends on new simple formulae, based on two major hypotheses, safer than the current method proposed in EN1994-1-2. This document establishes a designing method that considers the contours of temperature within the cross section after 30, 60, 90 and 120 minutes under fire exposure. The cross section is divided into four components in which the mechanical property of the material changes with the average temperature and part of the material is also neglected. An advanced calculation method, fully three-dimensional, is used to compare the results of the axial critical load. The results agree very well for fire ratings of 30 and 60 minutes. |
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Stability of partially encased columns under firePartially encased columnsStabilityFire resistanceThe stability of partially encased columns under fire is evaluated, based on two different methods. The simple calculation method is presented and depends on new simple formulae, based on two major hypotheses, safer than the current method proposed in EN1994-1-2. This document establishes a designing method that considers the contours of temperature within the cross section after 30, 60, 90 and 120 minutes under fire exposure. The cross section is divided into four components in which the mechanical property of the material changes with the average temperature and part of the material is also neglected. An advanced calculation method, fully three-dimensional, is used to compare the results of the axial critical load. The results agree very well for fire ratings of 30 and 60 minutes.Biblioteca Digital do IPBAbdelkadir, FellouhBenlakehal, Nourredine O.Piloto, P.A.G.Ramos Gavilán, Ana BelénMesquita, L.M.R.2018-03-26T10:43:55Z20162016-01-01T00:00:00Zconference objectinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://hdl.handle.net/10198/16541engAbdelkadir, Fellouh; Benlakehal, Nourredine; Piloto, P.A.G.; Ramos, Ana; Mesquita, L.M.R. (2016). Stability of partially encased columns under fire. In 7th International Conference on Safety And Durability of Structures - ICOSADOS 2016. Universidade de Trás-os-Montes e Alto Douro, Vila Real, Portugal. ISBN 978-989-20-6683-7978-989-20-6683-7info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2025-02-25T12:06:33Zoai:bibliotecadigital.ipb.pt:10198/16541Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T11:33:16.511673Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse |
| dc.title.none.fl_str_mv |
Stability of partially encased columns under fire |
| title |
Stability of partially encased columns under fire |
| spellingShingle |
Stability of partially encased columns under fire Abdelkadir, Fellouh Partially encased columns Stability Fire resistance |
| title_short |
Stability of partially encased columns under fire |
| title_full |
Stability of partially encased columns under fire |
| title_fullStr |
Stability of partially encased columns under fire |
| title_full_unstemmed |
Stability of partially encased columns under fire |
| title_sort |
Stability of partially encased columns under fire |
| author |
Abdelkadir, Fellouh |
| author_facet |
Abdelkadir, Fellouh Benlakehal, Nourredine O. Piloto, P.A.G. Ramos Gavilán, Ana Belén Mesquita, L.M.R. |
| author_role |
author |
| author2 |
Benlakehal, Nourredine O. Piloto, P.A.G. Ramos Gavilán, Ana Belén Mesquita, L.M.R. |
| author2_role |
author author author author |
| dc.contributor.none.fl_str_mv |
Biblioteca Digital do IPB |
| dc.contributor.author.fl_str_mv |
Abdelkadir, Fellouh Benlakehal, Nourredine O. Piloto, P.A.G. Ramos Gavilán, Ana Belén Mesquita, L.M.R. |
| dc.subject.por.fl_str_mv |
Partially encased columns Stability Fire resistance |
| topic |
Partially encased columns Stability Fire resistance |
| description |
The stability of partially encased columns under fire is evaluated, based on two different methods. The simple calculation method is presented and depends on new simple formulae, based on two major hypotheses, safer than the current method proposed in EN1994-1-2. This document establishes a designing method that considers the contours of temperature within the cross section after 30, 60, 90 and 120 minutes under fire exposure. The cross section is divided into four components in which the mechanical property of the material changes with the average temperature and part of the material is also neglected. An advanced calculation method, fully three-dimensional, is used to compare the results of the axial critical load. The results agree very well for fire ratings of 30 and 60 minutes. |
| publishDate |
2016 |
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2016 2016-01-01T00:00:00Z 2018-03-26T10:43:55Z |
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conference object |
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info:eu-repo/semantics/publishedVersion |
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publishedVersion |
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http://hdl.handle.net/10198/16541 |
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http://hdl.handle.net/10198/16541 |
| dc.language.iso.fl_str_mv |
eng |
| language |
eng |
| dc.relation.none.fl_str_mv |
Abdelkadir, Fellouh; Benlakehal, Nourredine; Piloto, P.A.G.; Ramos, Ana; Mesquita, L.M.R. (2016). Stability of partially encased columns under fire. In 7th International Conference on Safety And Durability of Structures - ICOSADOS 2016. Universidade de Trás-os-Montes e Alto Douro, Vila Real, Portugal. ISBN 978-989-20-6683-7 978-989-20-6683-7 |
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info:eu-repo/semantics/openAccess |
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openAccess |
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application/pdf |
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