Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verification
An analytical method that calculates both the short- and long-term response of slender columns made of high-strength concrete (HSC) and of tubes filled with concrete with generalized end conditions that are subjected to transverse loads along the span and to axial loads at the ends (causing single-...
- Autores:
-
Rodríguez-Gutiérrez, Jose A.
Aristizabal-Ochoa, Jose Dario
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2014
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/52542
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/52542
http://bdigital.unal.edu.co/46890/
- Palabra clave:
- arriostramiento
pandeo
columnas
fundación elástica
pilas
conexiones semirrígidas
estabilidad
: Axial load
Biaxial bending
Columns
Composite materials
High-strength concrete
Deflections
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
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Universidad Nacional de Colombia |
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| dc.title.spa.fl_str_mv |
Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verification |
| title |
Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verification |
| spellingShingle |
Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verification arriostramiento pandeo columnas fundación elástica pilas conexiones semirrígidas estabilidad : Axial load Biaxial bending Columns Composite materials High-strength concrete Deflections |
| title_short |
Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verification |
| title_full |
Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verification |
| title_fullStr |
Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verification |
| title_full_unstemmed |
Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verification |
| title_sort |
Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verification |
| dc.creator.fl_str_mv |
Rodríguez-Gutiérrez, Jose A. Aristizabal-Ochoa, Jose Dario |
| dc.contributor.author.spa.fl_str_mv |
Rodríguez-Gutiérrez, Jose A. Aristizabal-Ochoa, Jose Dario |
| dc.subject.proposal.spa.fl_str_mv |
arriostramiento pandeo columnas fundación elástica pilas conexiones semirrígidas estabilidad : Axial load Biaxial bending Columns Composite materials High-strength concrete Deflections |
| topic |
arriostramiento pandeo columnas fundación elástica pilas conexiones semirrígidas estabilidad : Axial load Biaxial bending Columns Composite materials High-strength concrete Deflections |
| description |
An analytical method that calculates both the short- and long-term response of slender columns made of high-strength concrete (HSC) and of tubes filled with concrete with generalized end conditions that are subjected to transverse loads along the span and to axial loads at the ends (causing single- or double-curvature under uniaxial or biaxial bending) is presented in a companion paper. The columns that can be analyzed with this method include those with solid and hollow rectangular, circular, oval, C-, T-, L-, or any arbitrary shape) cross sections and columns made of circular and rectangular steel tubes filled with HSC. In this paper, the validity of the proposed method is tested against experimental results from the technical literature that examined over seventy column specimens. |
| publishDate |
2014 |
| dc.date.issued.spa.fl_str_mv |
2014-12-01 |
| dc.date.accessioned.spa.fl_str_mv |
2019-06-29T14:42:42Z |
| dc.date.available.spa.fl_str_mv |
2019-06-29T14:42:42Z |
| dc.type.spa.fl_str_mv |
Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
| dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
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info:eu-repo/semantics/publishedVersion |
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http://purl.org/coar/resource_type/c_6501 |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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Text |
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http://purl.org/redcol/resource_type/ART |
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http://purl.org/coar/resource_type/c_6501 |
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publishedVersion |
| dc.identifier.uri.none.fl_str_mv |
https://repositorio.unal.edu.co/handle/unal/52542 |
| dc.identifier.eprints.spa.fl_str_mv |
http://bdigital.unal.edu.co/46890/ |
| url |
https://repositorio.unal.edu.co/handle/unal/52542 http://bdigital.unal.edu.co/46890/ |
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spa |
| language |
spa |
| dc.relation.spa.fl_str_mv |
http://revistas.unal.edu.co/index.php/ingeinv/article/view/42950 |
| dc.relation.ispartof.spa.fl_str_mv |
Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e Investigación Ingeniería e Investigación |
| dc.relation.ispartofseries.none.fl_str_mv |
Ingeniería e Investigación; Vol. 34, núm. 3 (2014); 19-25 Ingeniería e Investigación; Vol. 34, núm. 3 (2014); 19-25 2248-8723 0120-5609 |
| dc.relation.references.spa.fl_str_mv |
Rodríguez-Gutiérrez, Jose A. and Aristizabal-Ochoa, Jose Dario (2014) Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verification. Ingeniería e Investigación; Vol. 34, núm. 3 (2014); 19-25 Ingeniería e Investigación; Vol. 34, núm. 3 (2014); 19-25 2248-8723 0120-5609 . |
| dc.rights.spa.fl_str_mv |
Derechos reservados - Universidad Nacional de Colombia |
| dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
| dc.rights.license.spa.fl_str_mv |
Atribución-NoComercial 4.0 Internacional |
| dc.rights.uri.spa.fl_str_mv |
http://creativecommons.org/licenses/by-nc/4.0/ |
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info:eu-repo/semantics/openAccess |
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Atribución-NoComercial 4.0 Internacional Derechos reservados - Universidad Nacional de Colombia http://creativecommons.org/licenses/by-nc/4.0/ http://purl.org/coar/access_right/c_abf2 |
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openAccess |
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application/pdf |
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Universidad Nacional de Colombia - Facultad de Ingeniería |
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Universidad Nacional de Colombia |
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Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Rodríguez-Gutiérrez, Jose A.2c531281-79a4-4ec0-b267-29c275165854300Aristizabal-Ochoa, Jose Dario1077fb0d-a25b-4ece-b437-531a6c1889a63002019-06-29T14:42:42Z2019-06-29T14:42:42Z2014-12-01https://repositorio.unal.edu.co/handle/unal/52542http://bdigital.unal.edu.co/46890/An analytical method that calculates both the short- and long-term response of slender columns made of high-strength concrete (HSC) and of tubes filled with concrete with generalized end conditions that are subjected to transverse loads along the span and to axial loads at the ends (causing single- or double-curvature under uniaxial or biaxial bending) is presented in a companion paper. The columns that can be analyzed with this method include those with solid and hollow rectangular, circular, oval, C-, T-, L-, or any arbitrary shape) cross sections and columns made of circular and rectangular steel tubes filled with HSC. In this paper, the validity of the proposed method is tested against experimental results from the technical literature that examined over seventy column specimens.En un artículo adjunto se presenta el método analítico para calcular las respuestas, a corto y largo plazo, de las columnas esbeltas de concreto en alta resistencia (HSC) y de los tubos rellenos de hormigón; con condiciones de apoyo generalizados, sometidos a cargas transversales de luz y a cargas axiales excéntricas en los extremos (causando curvatura simple o doble bajo flexión uniaxial o biaxial).Los tipos de columnas que pueden ser analizadas son: ovaladas, rectangulares, circulares, C, T, L o de cualquier sección transversal arbitraria, sólida o hueca, además, las que están hechas de tubos de acero circulares y rectangulares llenos de concreto en alta resistencia. En esta publicación se presenta la validez del método y los resultados obtenidos son comparados con otros, que han sido reportados por diferentes investigadores en la literatura técnica, con más de setenta muestras de columnas.application/pdfspaUniversidad Nacional de Colombia - Facultad de Ingenieríahttp://revistas.unal.edu.co/index.php/ingeinv/article/view/42950Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e InvestigaciónIngeniería e InvestigaciónIngeniería e Investigación; Vol. 34, núm. 3 (2014); 19-25 Ingeniería e Investigación; Vol. 34, núm. 3 (2014); 19-25 2248-8723 0120-5609Rodríguez-Gutiérrez, Jose A. and Aristizabal-Ochoa, Jose Dario (2014) Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verification. Ingeniería e Investigación; Vol. 34, núm. 3 (2014); 19-25 Ingeniería e Investigación; Vol. 34, núm. 3 (2014); 19-25 2248-8723 0120-5609 .Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verificationArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTarriostramientopandeocolumnasfundación elásticapilasconexiones semirrígidasestabilidad: Axial loadBiaxial bendingColumnsComposite materialsHigh-strength concreteDeflectionsORIGINAL42950-205852-1-SP.pdfapplication/pdf47435https://repositorio.unal.edu.co/bitstream/unal/52542/1/42950-205852-1-SP.pdf737293dbc5aeec2fe7532ef15ac3c141MD5142950-231270-3-PB.pdfapplication/pdf328205https://repositorio.unal.edu.co/bitstream/unal/52542/2/42950-231270-3-PB.pdf31411831ac611bd6386e0441e70d8837MD52THUMBNAIL42950-205852-1-SP.pdf.jpg42950-205852-1-SP.pdf.jpgGenerated Thumbnailimage/jpeg7919https://repositorio.unal.edu.co/bitstream/unal/52542/3/42950-205852-1-SP.pdf.jpgd20b838c9118c14c88de60885e00eb7bMD5342950-231270-3-PB.pdf.jpg42950-231270-3-PB.pdf.jpgGenerated Thumbnailimage/jpeg9155https://repositorio.unal.edu.co/bitstream/unal/52542/4/42950-231270-3-PB.pdf.jpg715f6d1e3e49ede2c65e7d0c90a42e28MD54unal/52542oai:repositorio.unal.edu.co:unal/525422023-02-25 23:05:36.088Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |