Finite Element Modeling of High Strength Self-Compacting Concrete T-Beams under Flexural Load Reinforced by ARFP
A finite element models were constructed for comparison self-compacted concrete (SCC) T-beams to study a behavior change of these that reinforced with aramid fiber reinforced polymer (AFRP) and steel bars when compared with experimental data. Nine T-beam specimens reinforced with ARFP and three beam...
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| Format: | Article |
| Language: | English |
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Salahaddin University-Erbil
2020-12-01
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| Series: | Zanco Journal of Pure and Applied Sciences |
| Subjects: | |
| Online Access: | https://zancojournals.su.edu.krd/index.php/JPAS/article/view/3416 |
| _version_ | 1818821124263247872 |
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| author | Sinan Yaseen Muhammad Ali Ihsan |
| author_facet | Sinan Yaseen Muhammad Ali Ihsan |
| author_sort | Sinan Yaseen |
| collection | DOAJ |
| description | A finite element models were constructed for comparison self-compacted concrete (SCC) T-beams to study a behavior change of these that reinforced with aramid fiber reinforced polymer (AFRP) and steel bars when compared with experimental data. Nine T-beam specimens reinforced with ARFP and three beams reinforced with steel bars were modeled and analyzed. The key variables were different high strength self-compacted concrete compressive strength, different ratios of AFRP and conventional steel bars for comparison. The comparison for output of flexural strain, load-deflection relationship and crack propagation are taken into consideration. The FE models by using (ANSYS) software show good agreement with the experimental data from previous study by (Yaseen, 2020). The numbers of cracks were reduced in all FE models while the final crack spacing was smaller than experimental samples by maintain the final deflection. Beams reinforced steel bars show better load capacity than those reinforced by AFRP. The FE models were stiffer than the experimental beams. The overall trend of analytical and experimental beam capacity vs reinforcement ratio, shows that the ANSYS response was conservative compared with experimental data of SCC AFRP reinforced beams. |
| first_indexed | 2024-12-18T23:03:12Z |
| format | Article |
| id | doaj.art-b4bae10976dc465dbcc264886b1205d3 |
| institution | Directory Open Access Journal |
| issn | 2218-0230 2412-3986 |
| language | English |
| last_indexed | 2024-12-18T23:03:12Z |
| publishDate | 2020-12-01 |
| publisher | Salahaddin University-Erbil |
| record_format | Article |
| series | Zanco Journal of Pure and Applied Sciences |
| spelling | doaj.art-b4bae10976dc465dbcc264886b1205d32022-12-21T20:48:31ZengSalahaddin University-ErbilZanco Journal of Pure and Applied Sciences2218-02302412-39862020-12-0132610.21271/ZJPAS.32.6.18Finite Element Modeling of High Strength Self-Compacting Concrete T-Beams under Flexural Load Reinforced by ARFPSinan Yaseen0Muhammad Ali Ihsan1Department of Civil Engineering, College of Engineering, Salahaddin University-Erbil, Kurdistan Region, IraqDepartment of Civil Engineering, College of Engineering, Salahaddin University-Erbil, Kurdistan Region, IraqA finite element models were constructed for comparison self-compacted concrete (SCC) T-beams to study a behavior change of these that reinforced with aramid fiber reinforced polymer (AFRP) and steel bars when compared with experimental data. Nine T-beam specimens reinforced with ARFP and three beams reinforced with steel bars were modeled and analyzed. The key variables were different high strength self-compacted concrete compressive strength, different ratios of AFRP and conventional steel bars for comparison. The comparison for output of flexural strain, load-deflection relationship and crack propagation are taken into consideration. The FE models by using (ANSYS) software show good agreement with the experimental data from previous study by (Yaseen, 2020). The numbers of cracks were reduced in all FE models while the final crack spacing was smaller than experimental samples by maintain the final deflection. Beams reinforced steel bars show better load capacity than those reinforced by AFRP. The FE models were stiffer than the experimental beams. The overall trend of analytical and experimental beam capacity vs reinforcement ratio, shows that the ANSYS response was conservative compared with experimental data of SCC AFRP reinforced beams.https://zancojournals.su.edu.krd/index.php/JPAS/article/view/3416fe t-beamfea methodflexural behavioraramid fiber reinforced polymers |
| spellingShingle | Sinan Yaseen Muhammad Ali Ihsan Finite Element Modeling of High Strength Self-Compacting Concrete T-Beams under Flexural Load Reinforced by ARFP Zanco Journal of Pure and Applied Sciences fe t-beam fea method flexural behavior aramid fiber reinforced polymers |
| title | Finite Element Modeling of High Strength Self-Compacting Concrete T-Beams under Flexural Load Reinforced by ARFP |
| title_full | Finite Element Modeling of High Strength Self-Compacting Concrete T-Beams under Flexural Load Reinforced by ARFP |
| title_fullStr | Finite Element Modeling of High Strength Self-Compacting Concrete T-Beams under Flexural Load Reinforced by ARFP |
| title_full_unstemmed | Finite Element Modeling of High Strength Self-Compacting Concrete T-Beams under Flexural Load Reinforced by ARFP |
| title_short | Finite Element Modeling of High Strength Self-Compacting Concrete T-Beams under Flexural Load Reinforced by ARFP |
| title_sort | finite element modeling of high strength self compacting concrete t beams under flexural load reinforced by arfp |
| topic | fe t-beam fea method flexural behavior aramid fiber reinforced polymers |
| url | https://zancojournals.su.edu.krd/index.php/JPAS/article/view/3416 |
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