Numerical Analysis of Corrosion Reinforcements in Fibrous Concrete Beams
This paper offers a finite element method (FEM) to simulate the behavior of steel fiber reinforced concrete (SFRC) beams with corrosion of the longitudinal reinforcement using the ABAQUS package. This work was undertaken with the concrete damaged plasticity model (CDP). The expansion of corrosion pr...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2021-06-01
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| Series: | Civil and Environmental Engineering |
| Subjects: | |
| Online Access: | https://doi.org/10.2478/cee-2021-0027 |
| _version_ | 1818550467138945024 |
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| author | Taqi Faten Y. Mashrei Mohammed A. Oleiwi Hayder M. |
| author_facet | Taqi Faten Y. Mashrei Mohammed A. Oleiwi Hayder M. |
| author_sort | Taqi Faten Y. |
| collection | DOAJ |
| description | This paper offers a finite element method (FEM) to simulate the behavior of steel fiber reinforced concrete (SFRC) beams with corrosion of the longitudinal reinforcement using the ABAQUS package. This work was undertaken with the concrete damaged plasticity model (CDP). The expansion of corrosion product was utilized to represent the steel-concrete boundary to study the behavior of SFRC beams. Three beams with three volume fractions of steel fiber (0.8 %, 1.2 %, and 1.8 %) and three reinforced concrete (RC) beams with and without stirrups were created and tested under four-point loading to assess the shear capacity of beams. Corrosion of rebars at one of the RC beams that does not contain shear reinforcements will be studied. The crack patterns and load deflections of these beams were compared with experimental results found by the authors. The conclusions of this analysis will be valuable in considering the structural behavior of SFRC structures with uniform steel bar corrosion using FEM. Analytical results showed that the suggested model is qualified in better simulation and in accuracy of numerical and experimental results. The differences between analytical and experimental results were less than 8 % for load carrying capacity and 14 % for deflection; these differences are also satisfactory within the limits of the engineering conclusion. |
| first_indexed | 2024-12-12T08:46:51Z |
| format | Article |
| id | doaj.art-ce67b90c7659497780337ca3e4ac8acf |
| institution | Directory Open Access Journal |
| issn | 2199-6512 |
| language | English |
| last_indexed | 2024-12-12T08:46:51Z |
| publishDate | 2021-06-01 |
| publisher | Sciendo |
| record_format | Article |
| series | Civil and Environmental Engineering |
| spelling | doaj.art-ce67b90c7659497780337ca3e4ac8acf2022-12-22T00:30:29ZengSciendoCivil and Environmental Engineering2199-65122021-06-0117125926910.2478/cee-2021-0027Numerical Analysis of Corrosion Reinforcements in Fibrous Concrete BeamsTaqi Faten Y.0Mashrei Mohammed A.1Oleiwi Hayder M.2Civil Engineering Department, University of Thi-Qar, Iraq.Civil Engineering Department, University of Thi-Qar, Iraq.Civil Engineering Department, University of Thi-Qar, Iraq.This paper offers a finite element method (FEM) to simulate the behavior of steel fiber reinforced concrete (SFRC) beams with corrosion of the longitudinal reinforcement using the ABAQUS package. This work was undertaken with the concrete damaged plasticity model (CDP). The expansion of corrosion product was utilized to represent the steel-concrete boundary to study the behavior of SFRC beams. Three beams with three volume fractions of steel fiber (0.8 %, 1.2 %, and 1.8 %) and three reinforced concrete (RC) beams with and without stirrups were created and tested under four-point loading to assess the shear capacity of beams. Corrosion of rebars at one of the RC beams that does not contain shear reinforcements will be studied. The crack patterns and load deflections of these beams were compared with experimental results found by the authors. The conclusions of this analysis will be valuable in considering the structural behavior of SFRC structures with uniform steel bar corrosion using FEM. Analytical results showed that the suggested model is qualified in better simulation and in accuracy of numerical and experimental results. The differences between analytical and experimental results were less than 8 % for load carrying capacity and 14 % for deflection; these differences are also satisfactory within the limits of the engineering conclusion.https://doi.org/10.2478/cee-2021-0027corrosionsteel fibersfrcbeamfinite element |
| spellingShingle | Taqi Faten Y. Mashrei Mohammed A. Oleiwi Hayder M. Numerical Analysis of Corrosion Reinforcements in Fibrous Concrete Beams Civil and Environmental Engineering corrosion steel fiber sfrc beam finite element |
| title | Numerical Analysis of Corrosion Reinforcements in Fibrous Concrete Beams |
| title_full | Numerical Analysis of Corrosion Reinforcements in Fibrous Concrete Beams |
| title_fullStr | Numerical Analysis of Corrosion Reinforcements in Fibrous Concrete Beams |
| title_full_unstemmed | Numerical Analysis of Corrosion Reinforcements in Fibrous Concrete Beams |
| title_short | Numerical Analysis of Corrosion Reinforcements in Fibrous Concrete Beams |
| title_sort | numerical analysis of corrosion reinforcements in fibrous concrete beams |
| topic | corrosion steel fiber sfrc beam finite element |
| url | https://doi.org/10.2478/cee-2021-0027 |
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