Comparison of reinforcement methods with advanced materials for r/c columns
Earthquake damage in regions with high seismic risk highlights the need for. measures to improve the earthquake performance of existing structures. One such measure is strengthening these structures to bring them up to the desired performance levels. In this study, the damage to reinforced concrete...
Saved in:
| Main Authors: | , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
The Association of Intellectuals for the Development of Science in Serbia – “The Serbian Academic Center”
2025-03-01
|
| Series: | Advanced Engineering Letters |
| Subjects: | |
| Online Access: | https://www.adeletters.com/journals/2025/ADEL0061.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1849733789538844672 |
|---|---|
| author | Ercan Işık Marijana Hadzima-Nyarko Bassam A. Tayeh Zouaoui Rabie Harrat Fatih Avcil Enes Arkan |
| author_facet | Ercan Işık Marijana Hadzima-Nyarko Bassam A. Tayeh Zouaoui Rabie Harrat Fatih Avcil Enes Arkan |
| author_sort | Ercan Işık |
| collection | DOAJ |
| description | Earthquake damage in regions with high seismic risk highlights the need for. measures to improve the earthquake performance of existing structures. One such measure is strengthening these structures to bring them up to the desired performance levels. In this study, the damage to reinforced concrete (RC) buildings was examined in light of the February 6, 2023, Kahramanmaraş (Türkiye) earthquakes to identify the reinforcement needs of RC structures. Numerical analyses were conducted, considering two main factors affecting the shear force capacity in RC columns: low-strength concrete and inadequate transverse reinforcement. The columns were strengthened using four different types of fibre-reinforced polymer (FRP) wrapping, applied to all columns where the shear force was exceeded. The results for the reference building and the four different wrapping methods were compared, and suggestions were made. It was found that all four wrapping methods significantly increased the shear strength capacities of the columns without causing any failure. |
| format | Article |
| id | doaj-art-dfb31fed077d466b9fe1f370eebeda64 |
| institution | DOAJ |
| issn | 2812-9709 |
| language | English |
| publishDate | 2025-03-01 |
| publisher | The Association of Intellectuals for the Development of Science in Serbia – “The Serbian Academic Center” |
| record_format | Article |
| series | Advanced Engineering Letters |
| spelling | doaj-art-dfb31fed077d466b9fe1f370eebeda642025-08-20T03:07:57ZengThe Association of Intellectuals for the Development of Science in Serbia – “The Serbian Academic Center”Advanced Engineering Letters2812-97092025-03-014111310.46793/adeletters.2025.4.1.1Comparison of reinforcement methods with advanced materials for r/c columnsErcan Işık0Marijana Hadzima-Nyarko1Bassam A. Tayeh2Zouaoui Rabie Harrat3Fatih Avcil4Enes Arkan5Bitlis Eren University, TürkiyeUniversity of J.J. Strossmayer, CroatiaIslamic University of Gaza, PalestineUniversity of Djillali Liabes, AlgeriaBitlis Eren University, TürkiyeBitlis Eren University, TürkiyeEarthquake damage in regions with high seismic risk highlights the need for. measures to improve the earthquake performance of existing structures. One such measure is strengthening these structures to bring them up to the desired performance levels. In this study, the damage to reinforced concrete (RC) buildings was examined in light of the February 6, 2023, Kahramanmaraş (Türkiye) earthquakes to identify the reinforcement needs of RC structures. Numerical analyses were conducted, considering two main factors affecting the shear force capacity in RC columns: low-strength concrete and inadequate transverse reinforcement. The columns were strengthened using four different types of fibre-reinforced polymer (FRP) wrapping, applied to all columns where the shear force was exceeded. The results for the reference building and the four different wrapping methods were compared, and suggestions were made. It was found that all four wrapping methods significantly increased the shear strength capacities of the columns without causing any failure.https://www.adeletters.com/journals/2025/ADEL0061.pdfcolumncfrpgfrpafrpbrfpreinforcementshear force capacityadvanced materialssustainable structure |
| spellingShingle | Ercan Işık Marijana Hadzima-Nyarko Bassam A. Tayeh Zouaoui Rabie Harrat Fatih Avcil Enes Arkan Comparison of reinforcement methods with advanced materials for r/c columns Advanced Engineering Letters column cfrp gfrp afrp brfp reinforcement shear force capacity advanced materials sustainable structure |
| title | Comparison of reinforcement methods with advanced materials for r/c columns |
| title_full | Comparison of reinforcement methods with advanced materials for r/c columns |
| title_fullStr | Comparison of reinforcement methods with advanced materials for r/c columns |
| title_full_unstemmed | Comparison of reinforcement methods with advanced materials for r/c columns |
| title_short | Comparison of reinforcement methods with advanced materials for r/c columns |
| title_sort | comparison of reinforcement methods with advanced materials for r c columns |
| topic | column cfrp gfrp afrp brfp reinforcement shear force capacity advanced materials sustainable structure |
| url | https://www.adeletters.com/journals/2025/ADEL0061.pdf |
| work_keys_str_mv | AT ercanisık comparisonofreinforcementmethodswithadvancedmaterialsforrccolumns AT marijanahadzimanyarko comparisonofreinforcementmethodswithadvancedmaterialsforrccolumns AT bassamatayeh comparisonofreinforcementmethodswithadvancedmaterialsforrccolumns AT zouaouirabieharrat comparisonofreinforcementmethodswithadvancedmaterialsforrccolumns AT fatihavcil comparisonofreinforcementmethodswithadvancedmaterialsforrccolumns AT enesarkan comparisonofreinforcementmethodswithadvancedmaterialsforrccolumns |