Behavior of repaired projectile bullet damaged reinforced concrete beams using CFRP sheet in conjunction with natural aggregate or recycled aggregate concrete layer
Author:
Affiliation:
1. Department of Civil Engineering, Philadelphia University, Amman, Jordan
2. Department of Civil Engineering, Jordan University of Science and Technology (JUST), Irbid, Jordan
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2022.2140205
Reference39 articles.
1. ACI. (2011). Building code requirements for structural concrete and commentary.
2. Experimental and analytical investigation of using externally bonded, hybrid, fiber-reinforced polymers to repair and strengthen heated, damaged RC beams in flexure
3. Behavior and Design of Distributed Belt Walls as Virtual Outriggers for Concrete High-Rise Buildings
4. Behavior of heat damaged circular reinforced concrete columns repaired using Carbon Fiber Reinforced Polymer rope
5. ASTM. (2019). Standard test method for sieve analysis of fine and coarse aggregates. ASTM C136/C136M-19. American Society of Testing and Materials West.
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1. Effect of using normal concrete or recycled concrete layer on behavior of repaired projectile bullet damaged reinforced concrete beams;Structural Concrete;2024-09
2. The behavior of strengthened RC beams under pure torsion using NSM-CFRP rope;International Journal of Building Pathology and Adaptation;2024-01-11
3. Improving the Shear Capacity of Recycled Aggregate Concrete Beams with NSM-CFRP Strip;Practice Periodical on Structural Design and Construction;2023-08
4. The behavior of strengthened and repaired RC columns with (CFRP) rope under different preloading levels;European Journal of Environmental and Civil Engineering;2023-02-20
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