Punching shear repairing of two-way solid slab subjected to high temperature using CFRP rope considering different configurations
Flat slabs are increasingly utilized in multi-story structures, including office buildings and parking facilities. However, the necessity for punching shear reinforcement arises due to factors such as design deficiencies, fire exposure, non-compliance with updated codes, or increased vertical loadin...
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| Format: | Article |
| Language: | English |
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Taylor & Francis Group
2025-02-01
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| Series: | Journal of Asian Architecture and Building Engineering |
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| Online Access: | http://dx.doi.org/10.1080/13467581.2025.2465819 |
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| author | Ahmed M. Ashteyat Ala’ Taleb Obaidat Ibrahim Al Hazmi Ahmad Al-Khreisat |
| author_facet | Ahmed M. Ashteyat Ala’ Taleb Obaidat Ibrahim Al Hazmi Ahmad Al-Khreisat |
| author_sort | Ahmed M. Ashteyat |
| collection | DOAJ |
| description | Flat slabs are increasingly utilized in multi-story structures, including office buildings and parking facilities. However, the necessity for punching shear reinforcement arises due to factors such as design deficiencies, fire exposure, non-compliance with updated codes, or increased vertical loading. This study examines the behavior of nine two-way slabs (1050 × 1050 × 70 mm) supported by steel plate columns (150 × 150 × 50 mm). Seven slabs were heated to 600 °C for 3 hours. Six of these slabs were then rehabilitated using near-surface mounted carbon fiber reinforced polymer (NSM-CFRP) ropes and strips, applied in different configurations (orthogonal and radial). Results indicated that thermal exposure led to a significant reduction in ultimate load capacity, up to 48%, increased deflection, and enhanced ductility relative to the control. The incorporation of NSM-CFRP ropes enhanced the ultimate capacity by 11% to 54% compared to the thermally damaged specimens. The most effective configuration involved a single rope in an orthogonal layout, which showed an increase in the ultimate capacity by 30%, while additional ropes provided no significant capacity gain, likely due to reduced effectiveness from close spacing. A finite element model developed in ABAQUS showed strong agreement with experimental data, offering valuable insights for optimizing reinforcement strategies in flat slab construction. |
| format | Article |
| id | doaj-art-52f1a46850d144b39d3ca1ef5ae8eb8e |
| institution | DOAJ |
| issn | 1347-2852 |
| language | English |
| publishDate | 2025-02-01 |
| publisher | Taylor & Francis Group |
| record_format | Article |
| series | Journal of Asian Architecture and Building Engineering |
| spelling | doaj-art-52f1a46850d144b39d3ca1ef5ae8eb8e2025-08-20T02:45:42ZengTaylor & Francis GroupJournal of Asian Architecture and Building Engineering1347-28522025-02-010011910.1080/13467581.2025.24658192465819Punching shear repairing of two-way solid slab subjected to high temperature using CFRP rope considering different configurationsAhmed M. Ashteyat0Ala’ Taleb Obaidat1Ibrahim Al Hazmi2Ahmad Al-Khreisat3The University of JordanPhiladelphia UniversityUniversity of AkronCairo UniversityFlat slabs are increasingly utilized in multi-story structures, including office buildings and parking facilities. However, the necessity for punching shear reinforcement arises due to factors such as design deficiencies, fire exposure, non-compliance with updated codes, or increased vertical loading. This study examines the behavior of nine two-way slabs (1050 × 1050 × 70 mm) supported by steel plate columns (150 × 150 × 50 mm). Seven slabs were heated to 600 °C for 3 hours. Six of these slabs were then rehabilitated using near-surface mounted carbon fiber reinforced polymer (NSM-CFRP) ropes and strips, applied in different configurations (orthogonal and radial). Results indicated that thermal exposure led to a significant reduction in ultimate load capacity, up to 48%, increased deflection, and enhanced ductility relative to the control. The incorporation of NSM-CFRP ropes enhanced the ultimate capacity by 11% to 54% compared to the thermally damaged specimens. The most effective configuration involved a single rope in an orthogonal layout, which showed an increase in the ultimate capacity by 30%, while additional ropes provided no significant capacity gain, likely due to reduced effectiveness from close spacing. A finite element model developed in ABAQUS showed strong agreement with experimental data, offering valuable insights for optimizing reinforcement strategies in flat slab construction.http://dx.doi.org/10.1080/13467581.2025.2465819two-way slabnear surface mountedcarbon fiber ropepunching shear |
| spellingShingle | Ahmed M. Ashteyat Ala’ Taleb Obaidat Ibrahim Al Hazmi Ahmad Al-Khreisat Punching shear repairing of two-way solid slab subjected to high temperature using CFRP rope considering different configurations Journal of Asian Architecture and Building Engineering two-way slab near surface mounted carbon fiber rope punching shear |
| title | Punching shear repairing of two-way solid slab subjected to high temperature using CFRP rope considering different configurations |
| title_full | Punching shear repairing of two-way solid slab subjected to high temperature using CFRP rope considering different configurations |
| title_fullStr | Punching shear repairing of two-way solid slab subjected to high temperature using CFRP rope considering different configurations |
| title_full_unstemmed | Punching shear repairing of two-way solid slab subjected to high temperature using CFRP rope considering different configurations |
| title_short | Punching shear repairing of two-way solid slab subjected to high temperature using CFRP rope considering different configurations |
| title_sort | punching shear repairing of two way solid slab subjected to high temperature using cfrp rope considering different configurations |
| topic | two-way slab near surface mounted carbon fiber rope punching shear |
| url | http://dx.doi.org/10.1080/13467581.2025.2465819 |
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