Masonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading
This article presents the results of a research program on the behavior of masonry walls reinforced with FRP bars subjected to out-of-plane loads. The article also proposes a preliminary protocol for the flexural design of masonry walls reinforced with FRP bars. The objectives of this investigation...
- Autores:
-
Tumialan, Gustavo
Torres Castellanos, Nancy
Quintana, Alfonso
Nanni, Antonio
- Tipo de recurso:
- Part of book
- Fecha de publicación:
- 2018
- Institución:
- Escuela Colombiana de Ingeniería Julio Garavito
- Repositorio:
- Repositorio Institucional ECI
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.escuelaing.edu.co:001/1813
- Acceso en línea:
- https://repositorio.escuelaing.edu.co/handle/001/1813
- Palabra clave:
- Flexión (Metalistería)
Mampostería
Muros
Construcción
Bending
Masonry
Walls
Building
Deflections
FRP bars
Flexural behavior
Flexural strength
Masonry wall design
New construction
- Rights
- closedAccess
- License
- https://creativecommons.org/licenses/by/4.0/
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| dc.title.eng.fl_str_mv |
Masonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading |
| title |
Masonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading |
| spellingShingle |
Masonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading Flexión (Metalistería) Mampostería Muros Construcción Bending Masonry Walls Building Deflections FRP bars Flexural behavior Flexural strength Masonry wall design New construction |
| title_short |
Masonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading |
| title_full |
Masonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading |
| title_fullStr |
Masonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading |
| title_full_unstemmed |
Masonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading |
| title_sort |
Masonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading |
| dc.creator.fl_str_mv |
Tumialan, Gustavo Torres Castellanos, Nancy Quintana, Alfonso Nanni, Antonio |
| dc.contributor.author.none.fl_str_mv |
Tumialan, Gustavo Torres Castellanos, Nancy Quintana, Alfonso Nanni, Antonio |
| dc.contributor.researchgroup.spa.fl_str_mv |
Estructuras y Materiales |
| dc.subject.armarc.spa.fl_str_mv |
Flexión (Metalistería) Mampostería Muros Construcción |
| topic |
Flexión (Metalistería) Mampostería Muros Construcción Bending Masonry Walls Building Deflections FRP bars Flexural behavior Flexural strength Masonry wall design New construction |
| dc.subject.armarc.eng.fl_str_mv |
Bending Masonry Walls Building |
| dc.subject.proposal.eng.fl_str_mv |
Deflections FRP bars Flexural behavior Flexural strength Masonry wall design New construction |
| description |
This article presents the results of a research program on the behavior of masonry walls reinforced with FRP bars subjected to out-of-plane loads. The article also proposes a preliminary protocol for the flexural design of masonry walls reinforced with FRP bars. The objectives of this investigation were: (1) evaluate the flexural behavior of masonry walls reinforced with FRP bars subjected to out-of-plane loads, and (2) develop preliminary design recommendations. Ten masonry walls, 2 m [6.6 ft] high, were subjected to out-of-plane loads, tested under quasi-static loading cycles. The test specimens included walls constructed using concrete and clay masonry units, reinforced with Glass FRP (GFRP) and Carbon FRP (CFRP) bars in different configurations. All the FRPreinforced masonry walls showed a bilinear moment-deflection curve with one steep slope up to cracking of masonry and a decrease in stiffness after cracking. The majority of the walls failed due to crushing of masonry in the compression side. After failure occurred and as the out-of-plane load was progressively removed, the walls returned to a position close to the initial vertical position. In general, the approaches used to calculate flexural strengths and deflections provided good agreement with the experimental results. |
| publishDate |
2018 |
| dc.date.issued.none.fl_str_mv |
2018 |
| dc.date.accessioned.none.fl_str_mv |
2021-11-08T13:55:22Z |
| dc.date.available.none.fl_str_mv |
2021-11-08T13:55:22Z |
| dc.type.spa.fl_str_mv |
Capítulo - Parte de Libro |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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info:eu-repo/semantics/publishedVersion |
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http://purl.org/coar/resource_type/c_3248 |
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Text |
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info:eu-repo/semantics/bookPart |
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https://purl.org/redcol/resource_type/CAP_LIB |
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http://purl.org/coar/resource_type/c_3248 |
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publishedVersion |
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9781641950466 |
| dc.identifier.uri.none.fl_str_mv |
https://repositorio.escuelaing.edu.co/handle/001/1813 |
| identifier_str_mv |
9781641950466 |
| url |
https://repositorio.escuelaing.edu.co/handle/001/1813 |
| dc.language.iso.spa.fl_str_mv |
eng |
| language |
eng |
| dc.relation.ispartofseries.none.fl_str_mv |
Symposium Paper;Vol. 327 |
| dc.relation.citationendpage.spa.fl_str_mv |
22.14 |
| dc.relation.citationstartpage.spa.fl_str_mv |
22.1 |
| dc.relation.indexed.spa.fl_str_mv |
N/A |
| dc.relation.ispartofbook.eng.fl_str_mv |
SP-327: The 13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures |
| dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_14cb |
| dc.rights.uri.spa.fl_str_mv |
https://creativecommons.org/licenses/by/4.0/ |
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info:eu-repo/semantics/closedAccess |
| dc.rights.creativecommons.spa.fl_str_mv |
Atribución 4.0 Internacional (CC BY 4.0) |
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https://creativecommons.org/licenses/by/4.0/ Atribución 4.0 Internacional (CC BY 4.0) http://purl.org/coar/access_right/c_14cb |
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closedAccess |
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14 páginas |
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application/pdf |
| dc.publisher.spa.fl_str_mv |
American Concrete Institute |
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Estados Unidos |
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Escuela Colombiana de Ingeniería Julio Garavito |
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Tumialan, Gustavo55f790356377160d67ef70697433bc7f600Torres Castellanos, Nancy2b475ecd9ea004cd3b18c2eaf60c01d1600Quintana, Alfonso8439a07145347b54ecbf2041efc14284600Nanni, Antonioa1700234ef2c9b3fe6bd04e43b64fd50600Estructuras y Materiales2021-11-08T13:55:22Z2021-11-08T13:55:22Z20189781641950466https://repositorio.escuelaing.edu.co/handle/001/1813This article presents the results of a research program on the behavior of masonry walls reinforced with FRP bars subjected to out-of-plane loads. The article also proposes a preliminary protocol for the flexural design of masonry walls reinforced with FRP bars. The objectives of this investigation were: (1) evaluate the flexural behavior of masonry walls reinforced with FRP bars subjected to out-of-plane loads, and (2) develop preliminary design recommendations. Ten masonry walls, 2 m [6.6 ft] high, were subjected to out-of-plane loads, tested under quasi-static loading cycles. The test specimens included walls constructed using concrete and clay masonry units, reinforced with Glass FRP (GFRP) and Carbon FRP (CFRP) bars in different configurations. All the FRPreinforced masonry walls showed a bilinear moment-deflection curve with one steep slope up to cracking of masonry and a decrease in stiffness after cracking. The majority of the walls failed due to crushing of masonry in the compression side. After failure occurred and as the out-of-plane load was progressively removed, the walls returned to a position close to the initial vertical position. In general, the approaches used to calculate flexural strengths and deflections provided good agreement with the experimental results.Este artículo presenta los resultados de un programa de investigación sobre el comportamiento de muros de mampostería reforzados con barras de FRP sometidos a cargas fuera del plano. El artículo también propone un protocolo preliminar para el diseño a flexión de muros de mampostería reforzados con barras de FRP. Los objetivos de esta investigación fueron: (1) evaluar el comportamiento a flexión de muros de mampostería reforzados con barras de FRP sometidos a cargas fuera del plano, y (2) desarrollar recomendaciones preliminares de diseño. Diez muros de mampostería, de 2 m [6,6 pies] de altura, fueron sometidos a cargas fuera del plano, probados bajo ciclos de carga cuasi-estáticos. Las muestras de ensayo incluían muros construidos con unidades de mampostería de hormigón y arcilla, reforzados con barras de FRP de vidrio (GFRP) y de FRP de carbono (CFRP) en diferentes configuraciones. Todos los muros de mampostería reforzados con FRP mostraron una curva de momento-deflexión bilineal con una pendiente pronunciada hasta el agrietamiento de la mampostería y una disminución de la rigidez después del agrietamiento. La mayoría de los muros fallaron debido al aplastamiento de la mampostería en el lado de compresión. Después de producirse el fallo y a medida que se eliminaba progresivamente la carga fuera del plano, los muros volvían a una posición cercana a la posición vertical inicial. En general, los enfoques utilizados para calcular las resistencias a la flexión y las deformaciones proporcionaron un buen acuerdo con los resultados experimentales.14 páginasapplication/pdfengAmerican Concrete InstituteEstados UnidosSymposium Paper;Vol. 32722.1422.1N/ASP-327: The 13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structureshttps://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/closedAccessAtribución 4.0 Internacional (CC BY 4.0)http://purl.org/coar/access_right/c_14cbMasonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane LoadingCapítulo - Parte de Libroinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_3248Textinfo:eu-repo/semantics/bookParthttps://purl.org/redcol/resource_type/CAP_LIBhttp://purl.org/coar/version/c_970fb48d4fbd8a85Flexión (Metalistería)MamposteríaMurosConstrucciónBendingMasonryWallsBuildingDeflectionsFRP barsFlexural behaviorFlexural strengthMasonry wall designNew constructionORIGINALMasonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading.pdfMasonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading.pdfapplication/pdf192359https://repositorio.escuelaing.edu.co/bitstream/001/1813/1/Masonry%20Walls%20Reinforced%20with%20FRP%20Bars%20Subjected%20to%20Out-of-Plane%20Loading.pdf4a50e0f46f54fa148d9ae744de56a2ddMD51metadata only accessLICENSElicense.txtlicense.txttext/plain; charset=utf-81881https://repositorio.escuelaing.edu.co/bitstream/001/1813/2/license.txt5a7ca94c2e5326ee169f979d71d0f06eMD52open accessTEXTMasonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading.pdf.txtMasonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading.pdf.txtExtracted texttext/plain2https://repositorio.escuelaing.edu.co/bitstream/001/1813/3/Masonry%20Walls%20Reinforced%20with%20FRP%20Bars%20Subjected%20to%20Out-of-Plane%20Loading.pdf.txtd784fa8b6d98d27699781bd9a7cf19f0MD53metadata only accessTHUMBNAILMasonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading.pdf.jpgMasonry Walls Reinforced with FRP Bars Subjected to Out-of-Plane Loading.pdf.jpgGenerated Thumbnailimage/jpeg5992https://repositorio.escuelaing.edu.co/bitstream/001/1813/4/Masonry%20Walls%20Reinforced%20with%20FRP%20Bars%20Subjected%20to%20Out-of-Plane%20Loading.pdf.jpg52c7ece1e330dd399425da70c181654fMD54open access001/1813oai:repositorio.escuelaing.edu.co:001/18132022-07-01 11:39:31.501metadata only accessRepositorio Escuela Colombiana de Ingeniería Julio Garavitorepositorio.eci@escuelaing.edu.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 |