Repairing of continuous one-way reinforced concrete slabs by CFRP composites
This paper presents an experimental investigation of the performance of two-span reinforced concrete slabs repaired by CFRP composites against flexural loads. Thirteen continuous reinforced concrete (RC) one-way-slabs were cast, with dimensions of 2400 mm length, 500 mm width, and 100 mm thick. The...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Faculty of Engineering, University of Kufa
2025-02-01
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| Series: | Mağallaẗ Al-kūfaẗ Al-handasiyyaẗ |
| Subjects: | |
| Online Access: | https://journal.uokufa.edu.iq/index.php/kje/article/view/16219 |
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