Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysis
Ferrocement thin walls are the structural elements that comprise the earthquake resistant system of dwellings built with this material. This article presents the results drawn from an experimental campaign carried out over full-scale precast ferrocement thin walls that were assessed under lateral st...
- Autores:
-
Paredes, Jairo A.
Bedoya-Ruiz, Daniel Alveiro
Hurtado Gómez, Jorge E.
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2016
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/67632
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/67632
http://bdigital.unal.edu.co/68661/
- Palabra clave:
- 62 Ingeniería y operaciones afines / Engineering
Precast ferrocement walls
cyclic loading
ductility
Bouc-Wen-Baber-Noori model
earthquake resistant design.
Muros prefabricados de ferrocemento
carga cíclica
ductilidad
modelo de Bouc-Wen-Baber-Noori
diseño sismoresistente.
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
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| dc.title.spa.fl_str_mv |
Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysis |
| title |
Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysis |
| spellingShingle |
Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysis 62 Ingeniería y operaciones afines / Engineering Precast ferrocement walls cyclic loading ductility Bouc-Wen-Baber-Noori model earthquake resistant design. Muros prefabricados de ferrocemento carga cíclica ductilidad modelo de Bouc-Wen-Baber-Noori diseño sismoresistente. |
| title_short |
Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysis |
| title_full |
Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysis |
| title_fullStr |
Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysis |
| title_full_unstemmed |
Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysis |
| title_sort |
Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysis |
| dc.creator.fl_str_mv |
Paredes, Jairo A. Bedoya-Ruiz, Daniel Alveiro Hurtado Gómez, Jorge E. |
| dc.contributor.author.spa.fl_str_mv |
Paredes, Jairo A. Bedoya-Ruiz, Daniel Alveiro Hurtado Gómez, Jorge E. |
| dc.subject.ddc.spa.fl_str_mv |
62 Ingeniería y operaciones afines / Engineering |
| topic |
62 Ingeniería y operaciones afines / Engineering Precast ferrocement walls cyclic loading ductility Bouc-Wen-Baber-Noori model earthquake resistant design. Muros prefabricados de ferrocemento carga cíclica ductilidad modelo de Bouc-Wen-Baber-Noori diseño sismoresistente. |
| dc.subject.proposal.spa.fl_str_mv |
Precast ferrocement walls cyclic loading ductility Bouc-Wen-Baber-Noori model earthquake resistant design. Muros prefabricados de ferrocemento carga cíclica ductilidad modelo de Bouc-Wen-Baber-Noori diseño sismoresistente. |
| description |
Ferrocement thin walls are the structural elements that comprise the earthquake resistant system of dwellings built with this material. This article presents the results drawn from an experimental campaign carried out over full-scale precast ferrocement thin walls that were assessed under lateral static loading conditions. The tests allowed the identification of structural parameters and the evaluation of the performance of the walls under static loading conditions. Additionally, an isotropic damage model for modelling the mortar was applied, as well as the classic elasto-plastic theory for modelling the meshes and reinforcing bars. The ferrocement is considered as a composite material, thus the serial/parallel mix theory is used for modelling its mechanical behavior. In this work a methodology for the numerical analysis that allows modeling the nonlinear behavior exhibited by ferrocement walls under static loading conditions, as well as their potential use in earthquake resistant design, is proposed. |
| publishDate |
2016 |
| dc.date.issued.spa.fl_str_mv |
2016-01-01 |
| dc.date.accessioned.spa.fl_str_mv |
2019-07-03T04:43:28Z |
| dc.date.available.spa.fl_str_mv |
2019-07-03T04:43:28Z |
| dc.type.spa.fl_str_mv |
Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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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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publishedVersion |
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ISSN: 2248-8723 |
| dc.identifier.uri.none.fl_str_mv |
https://repositorio.unal.edu.co/handle/unal/67632 |
| dc.identifier.eprints.spa.fl_str_mv |
http://bdigital.unal.edu.co/68661/ |
| identifier_str_mv |
ISSN: 2248-8723 |
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https://repositorio.unal.edu.co/handle/unal/67632 http://bdigital.unal.edu.co/68661/ |
| dc.language.iso.spa.fl_str_mv |
spa |
| language |
spa |
| dc.relation.spa.fl_str_mv |
https://revistas.unal.edu.co/index.php/ingeinv/article/view/52810 |
| dc.relation.ispartof.spa.fl_str_mv |
Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e Investigación Ingeniería e Investigación |
| dc.relation.references.spa.fl_str_mv |
Paredes, Jairo A. and Bedoya-Ruiz, Daniel Alveiro and Hurtado Gómez, Jorge E. (2016) Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysis. Ingeniería e Investigación, 36 (1). pp. 41-51. ISSN 2248-8723 |
| dc.rights.spa.fl_str_mv |
Derechos reservados - Universidad Nacional de Colombia |
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http://purl.org/coar/access_right/c_abf2 |
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Atribución-NoComercial 4.0 Internacional |
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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 - Sede Bogotá - 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_abf2Paredes, Jairo A.4a3e4546-1fcb-4e54-8618-0b1a9c04b525300Bedoya-Ruiz, Daniel Alveirobd67991b-dd0a-4314-86d5-362427d8cb23300Hurtado Gómez, Jorge E.0c1558da-6625-4922-b9a4-a85af331084f3002019-07-03T04:43:28Z2019-07-03T04:43:28Z2016-01-01ISSN: 2248-8723https://repositorio.unal.edu.co/handle/unal/67632http://bdigital.unal.edu.co/68661/Ferrocement thin walls are the structural elements that comprise the earthquake resistant system of dwellings built with this material. This article presents the results drawn from an experimental campaign carried out over full-scale precast ferrocement thin walls that were assessed under lateral static loading conditions. The tests allowed the identification of structural parameters and the evaluation of the performance of the walls under static loading conditions. Additionally, an isotropic damage model for modelling the mortar was applied, as well as the classic elasto-plastic theory for modelling the meshes and reinforcing bars. The ferrocement is considered as a composite material, thus the serial/parallel mix theory is used for modelling its mechanical behavior. In this work a methodology for the numerical analysis that allows modeling the nonlinear behavior exhibited by ferrocement walls under static loading conditions, as well as their potential use in earthquake resistant design, is proposed.Los muros de ferrocemento de pared delgada son el elemento estructural principal que compone el sistema de resistencia sísmica de las viviendas de ferrocemento. En este artículo se presentan los resultados de una campaña experimental realizada sobre muros prefabricados de pared delgada de ferrocemento construidos a escala real 1:1, los cuales fueron probados bajo carga estática lateral.Estos ensayos permitieron identificar parámetros estructurales y evaluar la capacidad y el desempeño de los muros bajo carga estática. Adicionalmente, se aplicó el modelo de daño isótropo para la modelación del mortero y la teoría de elasto-plasticidad clásica para la modelación de las barras y la malla de refuerzo. El Ferrocemento se puede considerar como un material compuesto y por lo tanto se utilizó la teoría de mezclas serie/paralelo para modelar su comportamiento mecánico. Así, se planteó una metodología para el análisis numérico no lineal que permite modelar el comportamiento no lineal exhibido por los muros de ferrocemento bajo este tipo de cargas y su potencial uso en el diseño de muros de ferrocemento.application/pdfspaUniversidad Nacional de Colombia - Sede Bogotá - Facultad de Ingenieríahttps://revistas.unal.edu.co/index.php/ingeinv/article/view/52810Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e InvestigaciónIngeniería e InvestigaciónParedes, Jairo A. and Bedoya-Ruiz, Daniel Alveiro and Hurtado Gómez, Jorge E. (2016) Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysis. Ingeniería e Investigación, 36 (1). pp. 41-51. ISSN 2248-872362 Ingeniería y operaciones afines / EngineeringPrecast ferrocement wallscyclic loadingductilityBouc-Wen-Baber-Noori modelearthquake resistant design.Muros prefabricados de ferrocementocarga cíclicaductilidadmodelo de Bouc-Wen-Baber-Nooridiseño sismoresistente.Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysisArtículo 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/ARTORIGINAL52810-289763-1-PB.pdfapplication/pdf2452237https://repositorio.unal.edu.co/bitstream/unal/67632/1/52810-289763-1-PB.pdfc9b9528b3221efa8a9abb31d6be095ffMD51THUMBNAIL52810-289763-1-PB.pdf.jpg52810-289763-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg8706https://repositorio.unal.edu.co/bitstream/unal/67632/2/52810-289763-1-PB.pdf.jpgdae97d6a0477d64457b270c15dd467ecMD52unal/67632oai:repositorio.unal.edu.co:unal/676322024-05-22 23:34:04.371Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |