Behavior of Fatigue Damaged Reinforced Concrete One-Way Slabs Repaired With CFRP Sheets

[1] ABDULAH, M. D.: Behavior of Reinforced Height Strengthened Concrete One-Way Slabs Strengthened with CFRP Sheets. Engineering and Technology Journal 33.3 Part (A) Engineering (2015). Search in Google Scholar

[2] ACI 440.2R-08. Guide for the design and construction of externally bonded FRP system for strengthening concrete structures, ACI committee 440. Farmington Hills (MI): American Concrete Institute; p. 76. (2008). Search in Google Scholar

[3] CHOU, J., et al.: Fatigue behavior of reinforced concrete beams strengthened with prestressed near-surface-mounted carbon-fiber-reinforced polymer strips. Composite Structures 308 (2023): 116689. Search in Google Scholar

[4] AL-BAYATI, A. F.: Shear strength of reinforced concrete beam–column joints. Asian Journal of Civil Engineering 24.1 (2023): 319-351. Search in Google Scholar

[5] RAO, B. T. M. - RAHUL, R. M. - PRAKASH, S. S.: Experimental Investigation on Flexural Behaviour of RC Beams Strengthened with Various FRP Composite Configurations. Fiber Reinforced Polymeric Materials and Sustainable Structures. Singapore: Springer Nature Singapore, 2023. 121-128. Search in Google Scholar

[6] ABDALLAH, M. et al.: Effect of the strengthening patterns on the flexural performance of RC continuous beams using FRP reinforcements. Engineering Structures 280 (2023): 115657. Search in Google Scholar

[7] KELLER, T. - SCHAUMANN, E. - VALLÉE, T.: Flexural behavior of a hybrid FRP and lightweight concrete sandwich bridge deck. Composites Part A: Applied Science and Manufacturing 38.3 (2007): 879-889. Search in Google Scholar

[8] FARIA, D. MV. - LÚCIO, V. JG. - RAMOS, P. A.: Strengthening of flat slabs with post-tensioning using anchorages by bonding. Engineering Structures 33.6 (2011): 2025-2043. Search in Google Scholar

[9] AL-ROUSAN, R. - ISSA, M. - SHABILA, H.: Performance of reinforced concrete slabs strengthened with different types and configurations of CFRP. Composites Part B: Engineering 43.2 (2012): 510-521. Search in Google Scholar

[10] HEMANTH, J.: Compressive strength and microstructural properties of lightweight high-strength cement mortar reinforced with eloxal. Materials & design 27.8 (2006): 657-664. Search in Google Scholar

[11] DAUD, S. A. - RAID, A. D. - AL-AZZAWI, A. A.: Behavior of reinforced concrete solid and hollow beams that have additional reinforcement in the constant moment zone. Ain Shams Engineering Journal 12.1 (2021): 31-36. Search in Google Scholar

[12] AL-AZZAWI, A. A. - RAID, A. D. - SULTAN, A. D.: Behavior of tension lap spliced sustainable concrete flexural members. Advances in concrete construction 9.1 (2020): 83-92. Search in Google Scholar

[13] CANTONE, R. et al.: Enhancing punching strength and deformation capacity of flat slabs. ACI structural journal 116.ARTICLE (2019): 261-274. Search in Google Scholar

[14] AL-AZZAWI, A. A.: Free vibration of simply supported beam on elastic foundations. Al-Nahrain Journal for Engineering Sciences 20.2 (2017): 353-357. Search in Google Scholar

[15] NAJM, I. N. - RAID, A. D. - AL-AZZAWI, A. A.: Behavior of reinforced concrete segmental hollow core slabs under monotonic and repeated loadings. Structural Monitoring and Maintenance 6.4 (2019): 269. Search in Google Scholar

[16] AL-BAYATI, A. F. - TAKI, Z. N. M.: Shear strength prediction of steel fiber reinforced concrete beams without transverse reinforcements. Asian Journal of Civil Engineering 25.2 (2024): 1857-1875. Search in Google Scholar

[17] DAUD, R. A. - CUNNINGHAM, L. S. - WANG, Y. C.: New model for post-fatigue behaviour of CFRP to concrete bond interface in single shear. Composite Structures 163 (2017): 63-76. Search in Google Scholar

[18] DAUD, R. A. - SULTAN, A. D. - AL-AZZAWI, A. A.: Tension stiffening evaluation of steel fibre concrete beams with smooth and deformed reinforcement. Journal of King Saud University-Engineering Sciences 33.3 (2021): 147-152. Search in Google Scholar

[19] ABOUL-NOUR, L. - EISA, A. - EL-GHAMRY, A.: Structural behavior of Lightweight and High strength Layered Hollow Core Slabs. Frattura ed Integrità Strutturale 63 (2023): 134-152. Search in Google Scholar

[20] KHAMIS, M. K. et al.: Experimental behavior based on effective slab width acting as a flange with supporting steel beams in composite floors with openings. Frattura ed Integrità Strutturale 16.61 (2022): 308-326. Search in Google Scholar

[21] DA COSTA, P. O. B. - RÚBIA, M. B. - DE MIRANDA SALEME GIDRÃO, G.: Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load. Frattura ed Integrità Strutturale 16.61 (2022): 108-118. Search in Google Scholar

[22] THANOON, W. A. et al.: Repair and structural performance of initially cracked reinforced concrete slabs. Construction and Building Materials 19.8 (2005): 595-603. Search in Google Scholar

[23] FORET, G. - LIMAM, O.: Experimental and numerical analysis of RC two-way slabs strengthened with NSM CFRP rods. Construction and Building Materials 22.10 (2008): 2025-2030. Search in Google Scholar

[24] EL MAADDAWY, T. - SOUDKI, K.: Strengthening of reinforced concrete slabs with mechanically-anchored unbonded FRP system. Construction and Building Materials 22.4 (2008): 444-455. Search in Google Scholar

[25] KOWALSKY, M. J. - PRIESTLY, MJ. N. - SEIBLE, F.: Shear and flexural behavior of lightweight concrete bridge columns in seismic regions. ACI Structural Journal 96 (1999): 136-148. Search in Google Scholar

[26] ZHANG, J. et al.: Introducing ductile strip for durability enhancement of concrete slabs. Journal of Materials in Civil Engineering 14.3 (2002): 253-261. Search in Google Scholar

[27] BELARBI, A. - ACUN. B.: FRP systems in shear strengthening of reinforced concrete structures. Procedia Engineering 57 (2013): 2-8. Search in Google Scholar

[28] ASKAR, M. K. - HASSAN, A. F. - AL-KAMAKI, Y. SS: Flexural and shear strengthening of reinforced concrete beams using FRP composites: A state of the art. Case Studies in Construction Materials 17 (2022): e01189. Search in Google Scholar

[29] MADQOUR, M. – FAWZI, K. – HASSAN, H.: Finite element modeling of flexural behavior of reinforced concrete beams externally strengthened with CFRP sheets. Frattura ed Integrità Strutturale 16.59 (2022): 62-77. Search in Google Scholar

[30] MARFIA, S. - SACCO, E. - TOTI, J.: An approach for the modeling of interface-body coupled nonlocal damage. Frattura ed Integrità Strutturale 4.12 (2010): 13-20. Search in Google Scholar

[31] ACI Committee 318. “Building Code Requirements for Structural Concrete (ACI 318-19): An ACI Standard; Commentary on Building Code Requirements for Structural Concrete (ACI 318R-19).” American Concrete Institute, 2019. Search in Google Scholar

[32] THOMSEN, H. et al.: Failure mode analyses of reinforced concrete beams strengthened in flexure with externally bonded fiber-reinforced polymers. Journal of composites for construction 8.2 (2004): 123-131. Search in Google Scholar

[33] SPADEA, G. - SWAMY, R. N. - BENCARDINO, F.: Strength and ductility of RC beams repaired with bonded CFRP laminates. Journal of Bridge Engineering 6.5 (2001): 349-355. Search in Google Scholar

[34] LING, J. H. - LIM, Y. T. - JUSLI. E.: Methods to determine ductility of structural members: a review. Journal of the Civil Engineering Forum. Vol. 9. No. 2. Universitas Gadjah Mada, 2023. Search in Google Scholar

[35] ZOU, P. XW.: Flexural behavior and deformability of fiber reinforced polymer prestressed concrete beams. Journal of composites for Construction 7.4 (2003): 275-284. Search in Google Scholar

[36] TANN, D. B. - DAVIES, P. - Delpak, R.: A review of ductility determination of FRP strengthened flexural RC elements. Fibre-Reinforced Polymer Reinforcement for Concrete Structures: (In 2 Volumes) (2003): 347-356. Search in Google Scholar

[37] HASSAN, N. Z. - HALA, M. I. - AMANY, M. S.: Study behavior of hollow reinforced concrete beams. Int. J. Curr. Eng. Technol 8.6 (2018): 1640-1651. Search in Google Scholar