پیوندهای مفید
آمار
| تعداد نشریات | 21 |
| تعداد شمارهها | 687 |
| تعداد مقالات | 9,985 |
| تعداد مشاهده مقاله | 70,959,074 |
| تعداد دریافت فایل اصل مقاله | 62,423,260 |
Synergistic Enhancement of RCC Beam Performance Using Epoxy Grouting and CFRP Wrapping: A Sustainable Approach to Structural Repair and Strengthening | ||
| Journal of Rehabilitation in Civil Engineering | ||
| دوره 14، شماره 2 - شماره پیاپی 42، مرداد 2026 اصل مقاله (1.14 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2025.2311 | ||
| نویسندگان | ||
| Vishwajeetsinh Zala؛ Lwando Mwanachiwena؛ Dhrumit Asodariya؛ Devesh Poorey؛ Husain Rangwala* ؛ Amit Thoriya؛ Tarak Vora | ||
| Department of Civil Engineering, Marwadi University, Rajkot, India | ||
| تاریخ دریافت: 26 فروردین 1404، تاریخ بازنگری: 08 مرداد 1404، تاریخ پذیرش: 26 مرداد 1404 | ||
| چکیده | ||
| Reinforced Cement Concrete (RCC) structures experience progressive deterioration and cracking, which reduces their service lifetime and durability characteristics. The research investigates a dual repair method that incorporates epoxy grouting together with Carbon Fiber Reinforced Polymer (CFRP) wrapping for restoring and reinforcing RCC beams. Epoxy injection works as an internal crack treatment while CFRP wrapping reinforces structures from the outside. A critical assessment determines the joint effect of the methods on structural properties while filling a research gap because past studies evaluated them separately. In the experimental study, six RCC beams were tested under different loading conditions and different wrapping configurations, including bottom-only, U-shaped, and end-strip enhanced CFRP patterns. The results shows that the combined method significantly improves both crack resistance as well as load carrying capacity. The U-shaped wrapping provided 80% more load capacity, whereas end strips enhanced strength capability up to 140% relative to standard wrapping methods. When using two-point loading, it yields superior outcomes compared to single-point loading specimens due to optimal load distribution. The results demonstrate that the epoxy–CFRP hybrid technique provides a durable, efficient, and sustainable method for strengthening RCC members. This repair technique provides useful benefits for infrastructure maintenance purposes, especially when structures become old or show signs of damage. The study also lays a foundation for further exploration into optimized wrapping configurations under varying environmental and loading conditions. | ||
تازه های تحقیق | ||
| ||
| کلیدواژهها | ||
| CFRP؛ Strengthening؛ Sustainable؛ RCC Beam؛ Crack Repair | ||
| مراجع | ||
|
[1] MOHD Mehndi S, Ahmad S, Mohd Mehndi Meraj Ahmad Khan S. CAUSES AND EVALUATION OF CRACKS IN CONCRETE STRUCTURES. Int J Tech Res Appl 2020;2:29–33.
[2] Al-Rousan RZ, Issa MA. Flexural behavior of RC beams externally strengthened with CFRP composites exposed to severe environment conditions. KSCE J Civ Eng 2017;21:2300–9. https://doi.org/10.1007/s12205-016-0570-x.
[3] Kim TK, Park JS. Performance evaluation of concrete structures using crack repair methods. Sustain 2021;13. https://doi.org/10.3390/su13063217.
[4] Yang SH, Cao SY, Gu RN. New technique for strengthening reinforced concrete beams with composite bonding steel plates. Steel Compos Struct 2015;19:735–57. https://doi.org/10.12989/scs.2015.19.3.735.
[5] Wang Y, Yang S, Han M, Yang X. Experimental study of section enlargement with reinforced concrete to increase shear capacity for damaged reinforced concrete beams. Appl Mech Mater 2013;256–259:1148–53. https://doi.org/10.4028/www.scientific.net/AMM.256-259.1148.
[6] Akhter Jamil M, Basir Zisan M, Alam MR, Alim H. Restrengthening of Rcc Beam By Beam Jacketing. Malaysian J Civ Eng 2013;25:119–27.
[7] Rangwala H, Chandravadani S, Balagopal R. Damage Assessment and Strengthening of Transmission Line Tower at Component Level. J Struct Eng Manag 2016;3:9–15. https://doi.org/10.37591/josem.v3i3.4096.
[8] Yoo DY, Shin W. Improvement of fiber corrosion resistance of ultra-high-performance concrete by means of crack width control and repair. Cem Concr Compos 2021;121:104073. https://doi.org/10.1016/j.cemconcomp.2021.104073.
[9] Tahwia AM, Noshi A, Abdellatief M, Matthana MH. Experimental investigation of rubberized concrete slab-on-grade containing tire-recycled steel fibers. Innov Infrastruct Solut 2024;9:1–16. https://doi.org/10.1007/s41062-023-01354-9.
[10] Murali G, Wong LS, Karthikeyan K, Abdellatief M, Dixit S. Concrete resilience under the impact of water forces: A review of abrasion resistance in hydraulic structures. Results Eng 2025;26. https://doi.org/10.1016/j.rineng.2025.104654.
[11] Safaei M, Abedinzadeh R, Khandan A, Barbaz-Isfahani R, Toghraie D. Synergistic effect of graphene nanosheets and copper oxide nanoparticles on mechanical and thermal properties of composites: Experimental and simulation investigations. Mater Sci Eng B 2023;289:116248. https://doi.org/10.1016/J.MSEB.2022.116248.
[12] Sun C, Yarmohammadi A, Isfahani RB, Nejad MG, Toghraie D, Fard EK, et al. Self-healing polymers using electrosprayed microcapsules containing oil: Molecular dynamics simulation and experimental studies. J Mol Liq 2021;325:115182. https://doi.org/10.1016/J.MOLLIQ.2020.115182.
[13] Salmani MM, Hashemian M, Yekta HJ, Nejad MG, Saber-Samandari S, Khandan A. Synergic Effects of Magnetic Nanoparticles on Hyperthermia-Based Therapy and Controlled Drug Delivery for Bone Substitute Application. J Supercond Nov Magn 2020;33:2809–20. https://doi.org/10.1007/s10948-020-05530-1.
[14] Qian WM, Vahid MH, Sun YL, Heidari A, Barbaz-Isfahani R, Saber-Samandari S, et al. Investigation on the effect of functionalization of single-walled carbon nanotubes on the mechanical properties of epoxy glass composites: Experimental and molecular dynamics simulation. J Mater Res Technol 2021;12:1931–45. https://doi.org/10.1016/j.jmrt.2021.03.104.
[15] Kazeroni ZS, Telloo M, Farazin A, Saber-Samandari S, Sheikhbahaei E, Kamyab-Moghadas B, et al. A Mitral Heart Valve Prototype Using Sustainable Polyurethane Polymer: Fabricated by 3D Bioprinter, Tested by Molecular Dynamics Simulation. AUT J Mech Eng 2021;5:109–20.
[16] Haroon M, Moon JS, Kim C. Performance of reinforced concrete beams strengthened with carbon fiber reinforced polymer strips. Materials (Basel) 2021;14:1–22. https://doi.org/10.3390/ma14195866.
[17] Li B, Han W, Wu S, Shi Y, Wang P, Wang X. Properties and Application of Chemical Grouting Materials for Construction Joint Leakage. Adv Mater Sci Eng 2023;2023. https://doi.org/10.1155/2023/1970245.
[18] Jassim MF, Lafta YJ, Malik HS. Shear Behavior of Reinforced Concrete Beams with Different Arrangements of Externally Bonded Carbon Fiber-Reinforced Polymer. J Eng (United Kingdom) 2023;2023. https://doi.org/10.1155/2023/1465410.
[19] Mashrei MA, Makki JS, Sultan AA. Flexural strengthening of reinforced concrete beams using carbon fiber reinforced polymer (CFRP) sheets with grooves. Lat Am J Solids Struct 2019;16:1–13. https://doi.org/10.1590/1679-78255514.
[20] Abdulla NA. PVC Plastic Tube with Concrete Infill Strengthened with FRP: A State-of-the-art Review. J Civ Eng Constr 2020;9:196–204. https://doi.org/10.32732/jcec.2020.9.4.196.
[21] Abdulla NA. A state-of art-review of materials, methods, and applications of PVC-FRP-confined concrete. Constr Build Mater 2023;363:129719. https://doi.org/10.1016/J.CONBUILDMAT.2022.129719.
[22] Ebead U, Saeed H. Hybrid shear strengthening system for reinforced concrete beams: An experimental study. Eng Struct 2013;49:421–33. https://doi.org/10.1016/j.engstruct.2012.11.039.
[23] Turki AY, Al-Farttoosi MH. Flexural Strength of Damaged RC Beams Repaired with Carbon Fiber-Reinforced Polymer (CFRP) Using Different Techniques. Fibers 2023;11. https://doi.org/10.3390/fib11070061.
[24] Uz ME, Guner Y, Avci E. Strengthening of Reinforced Concrete Beams via CFRP Orientation. Buildings 2024;14. https://doi.org/10.3390/buildings14010082.
[25] Jahami A, Issa CA. An Updated Review on the Effect of CFRP on Flexural Performance of Reinforced Concrete Beams. Int J Concr Struct Mater 2024;18. https://doi.org/10.1186/s40069-023-00651-y.
[26] Emara M, Salem MA, Mohamed HA, Shehab HA, El-Zohairy A. Shear Strengthening of Reinforced Concrete Beams Using Engineered Cementitious Composites and Carbon Fiber-Reinforced Polymer Sheets. Fibers 2023;11. https://doi.org/10.3390/fib11110098.
[27] Vijayan, D. S., Sivasuriyan, A., Devarajan, P., Stefańska, A., Wodzyński, Ł., & Koda E. Carbon fibre-reinforced polymer (CFRP) composites in civil engineering application—a comprehensive review 2023.
[28] Chu H, Jiang L, Song Z, Xu Y, Zhao S, Xiong C. Repair of concrete crack by pulse electro-deposition technique. Constr Build Mater 2017;148:241–8. https://doi.org/10.1016/j.conbuildmat.2017.05.033.
[29] IS 456. Bureau of Indian Standards. IS 456:2000, Plain and Reinforced Concrete - Code of Practice. New Delhi: BIS; 2000. Bur Indian Stand Dehli 2000;4:1–114.
[30] BIS (Bureau of Indian Standards). Bureau of Indian Standards, Concrete mix proportioning - Guidelines. New Delhi: BIS. IS 10262, New Delhi 2019:1–14. | ||
|
آمار تعداد مشاهده مقاله: 111 تعداد دریافت فایل اصل مقاله: 123 |
||