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...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Universidad Nacional de Colombia
2016-01-01
|
| Series: | Ingeniería e Investigación |
| Subjects: | |
| Online Access: | https://revistas.unal.edu.co/index.php/ingeinv/article/view/52810 |
| _version_ | 1819105168406347776 |
|---|---|
| author | Jairo A. Paredes Daniel Alveiro Bedoya-Ruiz Jorge E. Hurtado Gómez |
| author_facet | Jairo A. Paredes Daniel Alveiro Bedoya-Ruiz Jorge E. Hurtado Gómez |
| author_sort | Jairo A. Paredes |
| collection | DOAJ |
| 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. |
| first_indexed | 2024-12-22T02:17:57Z |
| format | Article |
| id | doaj.art-73d5d6d5638a400daa2532f4403b8ab6 |
| institution | Directory Open Access Journal |
| issn | 0120-5609 2248-8723 |
| language | English |
| last_indexed | 2024-12-22T02:17:57Z |
| publishDate | 2016-01-01 |
| publisher | Universidad Nacional de Colombia |
| record_format | Article |
| series | Ingeniería e Investigación |
| spelling | doaj.art-73d5d6d5638a400daa2532f4403b8ab62022-12-21T18:42:13ZengUniversidad Nacional de ColombiaIngeniería e Investigación0120-56092248-87232016-01-01361415110.15446/ing.investig.v36n1.5281042576Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysisJairo A. Paredes0Daniel Alveiro Bedoya-Ruiz1Jorge E. Hurtado Gómez2Associate Professor Universidad Nacional de Colombia (Manizales).Titular Professor Universidad Nacional de Colombia (Manizales).Titular Professor Universidad Nacional de Colombia (Manizales).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.https://revistas.unal.edu.co/index.php/ingeinv/article/view/52810Precast ferrocement wallscyclic loadingductilityBouc-Wen-Baber-Noori modelearthquake resistant design. |
| spellingShingle | Jairo A. Paredes Daniel Alveiro Bedoya-Ruiz Jorge E. Hurtado Gómez Isotropic damage model and serial/parallel mix theory applied to nonlinear analysis of ferrocement thin walls. Experimental and numerical analysis Ingeniería e Investigación Precast ferrocement walls cyclic loading ductility Bouc-Wen-Baber-Noori model earthquake resistant design. |
| title | 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_short | 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 |
| topic | Precast ferrocement walls cyclic loading ductility Bouc-Wen-Baber-Noori model earthquake resistant design. |
| url | https://revistas.unal.edu.co/index.php/ingeinv/article/view/52810 |
| work_keys_str_mv | AT jairoaparedes isotropicdamagemodelandserialparallelmixtheoryappliedtononlinearanalysisofferrocementthinwallsexperimentalandnumericalanalysis AT danielalveirobedoyaruiz isotropicdamagemodelandserialparallelmixtheoryappliedtononlinearanalysisofferrocementthinwallsexperimentalandnumericalanalysis AT jorgeehurtadogomez isotropicdamagemodelandserialparallelmixtheoryappliedtononlinearanalysisofferrocementthinwallsexperimentalandnumericalanalysis |