A Proposal for a Simplified Mesoscale Simulation Model of a Reinforced Concrete Frame with and without Masonry Infill
This article proposes a simplified micro-modeling of masonry infill walls, as well as a method for modeling reinforced concrete frames without infill. This model uses the Drucker-Prager criterion to simulate the non-linear compression behavior of bricks. And for the frame elements, the concrete dama...
Saved in:
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2024-12-01
|
| Series: | Selected Scientific Papers: Journal of Civil Engineering |
| Subjects: | |
| Online Access: | https://doi.org/10.2478/sspjce-2024-0009 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1841556505143279616 |
|---|---|
| author | Benyahi Karim Messas Amar |
| author_facet | Benyahi Karim Messas Amar |
| author_sort | Benyahi Karim |
| collection | DOAJ |
| description | This article proposes a simplified micro-modeling of masonry infill walls, as well as a method for modeling reinforced concrete frames without infill. This model uses the Drucker-Prager criterion to simulate the non-linear compression behavior of bricks. And for the frame elements, the concrete damaged plasticity (CDP) model was used. This numerical modeling strategy is characterized by the absence of discrete elements either at the portal frame level, or at the masonry unit level, the latter often used to simulate the onset of damage in areas susceptible to plasticization. This model was checked against experimental results and analytical solutions. Subsequently, the use of the concrete damaged plasticity (CDP) model to simulate the non-linear behavior of bricks demonstrated the model’s ability to simulate and reproduce experimental damage. |
| format | Article |
| id | doaj-art-7a7c3273df6f4d59ab23ed8a8a748e8b |
| institution | Kabale University |
| issn | 1338-7278 |
| language | English |
| publishDate | 2024-12-01 |
| publisher | Sciendo |
| record_format | Article |
| series | Selected Scientific Papers: Journal of Civil Engineering |
| spelling | doaj-art-7a7c3273df6f4d59ab23ed8a8a748e8b2025-01-07T07:56:59ZengSciendoSelected Scientific Papers: Journal of Civil Engineering1338-72782024-12-0119110.2478/sspjce-2024-0009A Proposal for a Simplified Mesoscale Simulation Model of a Reinforced Concrete Frame with and without Masonry InfillBenyahi Karim0Messas Amar1Laboratoire de Modélisation des Matériaux et Structures en Génie Civil (L2MSGC), Faculté du Génie de la Construction, Université Mouloud Mammeri de Tizi Ouzou, 15000 Tizi-ouzou, AlgeriaLaboratoire de Modélisation des Matériaux et Structures en Génie Civil (L2MSGC), Faculté du Génie de la Construction, Université Mouloud Mammeri de Tizi Ouzou, 15000 Tizi-ouzou, AlgeriaThis article proposes a simplified micro-modeling of masonry infill walls, as well as a method for modeling reinforced concrete frames without infill. This model uses the Drucker-Prager criterion to simulate the non-linear compression behavior of bricks. And for the frame elements, the concrete damaged plasticity (CDP) model was used. This numerical modeling strategy is characterized by the absence of discrete elements either at the portal frame level, or at the masonry unit level, the latter often used to simulate the onset of damage in areas susceptible to plasticization. This model was checked against experimental results and analytical solutions. Subsequently, the use of the concrete damaged plasticity (CDP) model to simulate the non-linear behavior of bricks demonstrated the model’s ability to simulate and reproduce experimental damage.https://doi.org/10.2478/sspjce-2024-0009numerical modellingmeso-scale modelmasonry infilled framescollapse resistance |
| spellingShingle | Benyahi Karim Messas Amar A Proposal for a Simplified Mesoscale Simulation Model of a Reinforced Concrete Frame with and without Masonry Infill Selected Scientific Papers: Journal of Civil Engineering numerical modelling meso-scale model masonry infilled frames collapse resistance |
| title | A Proposal for a Simplified Mesoscale Simulation Model of a Reinforced Concrete Frame with and without Masonry Infill |
| title_full | A Proposal for a Simplified Mesoscale Simulation Model of a Reinforced Concrete Frame with and without Masonry Infill |
| title_fullStr | A Proposal for a Simplified Mesoscale Simulation Model of a Reinforced Concrete Frame with and without Masonry Infill |
| title_full_unstemmed | A Proposal for a Simplified Mesoscale Simulation Model of a Reinforced Concrete Frame with and without Masonry Infill |
| title_short | A Proposal for a Simplified Mesoscale Simulation Model of a Reinforced Concrete Frame with and without Masonry Infill |
| title_sort | proposal for a simplified mesoscale simulation model of a reinforced concrete frame with and without masonry infill |
| topic | numerical modelling meso-scale model masonry infilled frames collapse resistance |
| url | https://doi.org/10.2478/sspjce-2024-0009 |
| work_keys_str_mv | AT benyahikarim aproposalforasimplifiedmesoscalesimulationmodelofareinforcedconcreteframewithandwithoutmasonryinfill AT messasamar aproposalforasimplifiedmesoscalesimulationmodelofareinforcedconcreteframewithandwithoutmasonryinfill AT benyahikarim proposalforasimplifiedmesoscalesimulationmodelofareinforcedconcreteframewithandwithoutmasonryinfill AT messasamar proposalforasimplifiedmesoscalesimulationmodelofareinforcedconcreteframewithandwithoutmasonryinfill |