Evaluation of the fire resistance of steel-reinforced concretefilled steel tubular columns with a circular cross-section
In the present investigation, an analysis of the fire resistance of the steel-reinforced concrete-filled steel tubular columns with circular cross-sections was carried out by means of numerical simulation. The development of the study was carried out by means of numerical simulation to predict the b...
- Autores:
-
Rojas Suárez, J P
Pabón León, Jhon Antuny
Orjuela Abril, Martha Sofia
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2022
- Institución:
- UNIVERSIDAD FRANCISCO DE PAULA SANTANDER
- Repositorio:
- Repositorio Digital UFPS
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.ufps.edu.co:ufps/6590
- Acceso en línea:
- https://repositorio.ufps.edu.co/handle/ufps/6590
- Palabra clave:
- Rights
- openAccess
- License
- © 2022 by the authors
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Evaluation of the fire resistance of steel-reinforced concretefilled steel tubular columns with a circular cross-section |
| title |
Evaluation of the fire resistance of steel-reinforced concretefilled steel tubular columns with a circular cross-section |
| spellingShingle |
Evaluation of the fire resistance of steel-reinforced concretefilled steel tubular columns with a circular cross-section |
| title_short |
Evaluation of the fire resistance of steel-reinforced concretefilled steel tubular columns with a circular cross-section |
| title_full |
Evaluation of the fire resistance of steel-reinforced concretefilled steel tubular columns with a circular cross-section |
| title_fullStr |
Evaluation of the fire resistance of steel-reinforced concretefilled steel tubular columns with a circular cross-section |
| title_full_unstemmed |
Evaluation of the fire resistance of steel-reinforced concretefilled steel tubular columns with a circular cross-section |
| title_sort |
Evaluation of the fire resistance of steel-reinforced concretefilled steel tubular columns with a circular cross-section |
| dc.creator.fl_str_mv |
Rojas Suárez, J P Pabón León, Jhon Antuny Orjuela Abril, Martha Sofia |
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Rojas Suárez, J P Pabón León, Jhon Antuny Orjuela Abril, Martha Sofia |
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Journal of Physics: Conference Series |
| description |
In the present investigation, an analysis of the fire resistance of the steel-reinforced concrete-filled steel tubular columns with circular cross-sections was carried out by means of numerical simulation. The development of the study was carried out by means of numerical simulation to predict the behavior of the column against fire. The results of the numerical model are validated by comparing the temperature levels obtained through experimental tests. From the results obtained, it is shown that the increase in the contact area between the steel and the concrete reduces the average temperature of the column, which implies a greater resistance to fire. The fire resistance of the columns with the steel profile designs are between 3.4 - 3.6 times higher compared to the column only made of concrete, which is an indication of the excellent performance of the steel-reinforced concrete-filled steel tubular columns with circular crosssections columns. In general, the methodology proposed in this research allows the analysis of the thermal physical phenomena of the different columns used for the construction of buildings. |
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2022 |
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2022-11-22T20:22:34Z |
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2022-11-22T20:22:34Z |
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2022-01-06 |
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Artículo de revista |
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10.1088/1742-6596/2153/1/012005 |
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eng |
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eng |
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Journal of Physics: Conference Series. Vol 2153 No°1[2022] |
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Vol. 2153 No° 1 [2022] |
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6 |
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1[2022] |
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2153 |
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J P Rojas Suárez et al 2022 J. Phys.: Conf. Ser. 2153 012005 DOI 10.1088/1742-6596/2153/1/012005 |
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Journal of Physics: Conference Series |
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© 2022 by the authors |
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Atribución 4.0 Internacional (CC BY 4.0) |
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Journal of Physics: Conference Series |
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Rojas Suárez, J P2e6246c21de47d0a56c341329786ab2aPabón León, Jhon Antuny91ebc19a06b5cc8a9480485d894f49e7600Orjuela Abril, Martha Sofiac7eb007995ff675aa1fb2ed07939a53e600Journal of Physics: Conference Series2022-11-22T20:22:34Z2022-11-22T20:22:34Z2022-01-06https://repositorio.ufps.edu.co/handle/ufps/659010.1088/1742-6596/2153/1/012005In the present investigation, an analysis of the fire resistance of the steel-reinforced concrete-filled steel tubular columns with circular cross-sections was carried out by means of numerical simulation. The development of the study was carried out by means of numerical simulation to predict the behavior of the column against fire. The results of the numerical model are validated by comparing the temperature levels obtained through experimental tests. From the results obtained, it is shown that the increase in the contact area between the steel and the concrete reduces the average temperature of the column, which implies a greater resistance to fire. The fire resistance of the columns with the steel profile designs are between 3.4 - 3.6 times higher compared to the column only made of concrete, which is an indication of the excellent performance of the steel-reinforced concrete-filled steel tubular columns with circular crosssections columns. In general, the methodology proposed in this research allows the analysis of the thermal physical phenomena of the different columns used for the construction of buildings.7application/pdfengJournal of Physics: Conference SeriesReino UnidoJournal of Physics: Conference Series. Vol 2153 No°1[2022]Vol. 2153 No° 1 [2022]61[2022]12153J P Rojas Suárez et al 2022 J. Phys.: Conf. Ser. 2153 012005 DOI 10.1088/1742-6596/2153/1/012005Journal of Physics: Conference Series© 2022 by the authorshttps://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccessAtribución 4.0 Internacional (CC BY 4.0)http://purl.org/coar/access_right/c_abf2https://www.scopus.com/record/display.uri?eid=2-s2.0-85124321982&doi=10.1088%2f1742-6596%2f2153%2f1%2f012005&origin=inward&txGid=e8b232b8cdd676350fb94cfd5d68a20aEvaluation of the fire resistance of steel-reinforced concretefilled steel tubular columns with a circular cross-sectionArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85Kato B 1996 Column curves of steel-concrete composite members Journal of Constructional Steel Research 39(2) 121Li W, Han L-H, Chan T-M 2014 Tensile behaviour of concrete-filled double-skin steel tubular members Journal of Constructional Steel Research 99 35Zhou K, Han L-H 2018 Experimental performance of concrete-encased CFST columns subjected to fullrange fire including heating and cooling Engineering Structures 165 33Neuenschwander M, Knobloch M, Fontana M 2017 ISO standard fire tests of concrete-filled steel tube columns with solid steel core Journal of Structural Engineering 143(4) 04016211He A, Liang Y, Zhao O 2020 Behaviour and residual compression resistances of circular high strength concrete-filled stainless steel tube (HCFSST) stub columns after exposure to fire Engineering Structures 203 109897Shi Y-L, Xian W, Wang W-D, Li H-W 2020 Mechanical behaviour of circular steel-reinforced concretefilled steel tubular members under pure bending loads Structures 25 8Shi Y-L, Xian W, Wang W-D, Li H-W 2019 Experimental performance of circular concrete-filled steel tubular members with inner profiled steel under lateral shear load Engineering Structures 201 109746Xian W, Wang W-D, Wang R, Chen W, Hao H 2020 Dynamic response of steel-reinforced concrete-filled circular steel tubular members under lateral impact loads Thin-Walled Structures 151 106736Espinos A, Romero M L, Lam D 2016 Fire performance of innovative steel-concrete composite columns using high strength steels Thin-Walled Structures 106 113Zhu M, Meng F, He B J 2016 Experimental research on fire resistance of steel tubular columns filled with steel reinforced concrete Journal of Building Structures 37(3) 36Tan Q-H, Gardner L, Han L-H, Song T-Y 2019 Fire performance of steel reinforced concrete-filled stainless steel tubular (CFSST) columns with square cross-sections Thin-Walled Structures 143 106197Meng F, Zhu M, Mou B, He B 2019 Residual strength of steel-reinforced concrete-filled square steel tubular (SRCFST) stub columns after exposure to ISO-834 standard fire International Journal of Steel Structures 19(3) 850Greenshields C J 2015 OpenFOAM The Open source CFD Toolbox Programmer’s Guide Version 3.0.1 (London: OpenCFD LtdLie T T 1994 Fire resistance of circular steel columns filled with bar-reinforced concrete Journal of Structural Engineering 120(5) 1489Anderberg G Y, Thelandersson S 1976 Stress and Deformation of Concrete at High Temperatures. 2 Experimental Investigation and Material Behaviour Model (Lund: Lund University)Hong S, Varma A H 2009 Analytical modeling of the standard fire behavior of loaded CFT columns Journal of Constructional Steel Research 65(1) 54ORIGINALRojas_Suárez_2022_J._Phys.__Conf._Ser._2153_012005.pdfRojas_Suárez_2022_J._Phys.__Conf._Ser._2153_012005.pdfapplication/pdf1814089https://repositorio.ufps.edu.co/bitstream/ufps/6590/1/Rojas_Su%c3%a1rez_2022_J._Phys.__Conf._Ser._2153_012005.pdf300f3ec6d02fecdd92648497b3d20c3aMD51open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.ufps.edu.co/bitstream/ufps/6590/2/license.txt2f9959eaf5b71fae44bbf9ec84150c7aMD52open 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 incorporada en las Obras Colectivas.

b.	Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.

c.	Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.
Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).

4. Restricciones.
La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:

a.	Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).

b.	Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.

c.	Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.

d.	Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:

i.	Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.

ii.	Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.

e.	Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.

5. Representaciones, Garantías y Limitaciones de Responsabilidad.
A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

6. Limitación de responsabilidad.
A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

7. Término.

a.	Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.

b.	Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.

8. Varios.

a.	Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.

b.	Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.

c.	Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.

d.	Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.
0000-0002-9742-8673c7eb007995ff675aa1fb2ed07939a53e600 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