Manufacturing Technology 2024, 24(4):567-577 | DOI: 10.21062/mft.2024.071
Ultimate Response of Strengthened RC Beams in the Flexural Using Plain Cementitious Composites Layer
- 1 Faculty of Engineering, Suez University, Egypt
- 2 Faculty of Engineering, Tanta University, Tanta, Egypt
- 3 Faculty of Engineering, Pharos University, Alexandria, Egypt
- 4 Faculty of Technology and Education, Beni-Suef University, Egypt
- 5 Faculty of Technology and Education, Suez University, Egypt
This paper aims to study the efficiency of using prefabricated layers made from plain cementitious composite materials for enhancing the flexural behavior of reinforced concrete (RC) continuous beams. The strengthening system was applied at 20 mm thickness, 150 mm width, and adequate development length. The prefabricated layers were placed in the tension cover in the positive and negative zones. All beams have the same geometric dimensions and positive and negative steel reinforcement ratios. The results showed that the prefabricated layer was deformed with the RC specimen without debonding, which enhanced the cracking patterns and distributed the crack width. A slight improvement in the strengthened beam capacity was 7% for the yielding load and 6% for the ultimate load. The energy absorption capacity of the strengthened beam decreased by 30.67%, whereas both beams achieved the same ductility index.
Keywords: Continuous beams, Prefabricated layers, Cementitious composite materials
Received: April 12, 2024; Revised: July 11, 2024; Accepted: August 6, 2024; Prepublished online: August 6, 2024; Published: September 1, 2024 Show citation
ACS | AIP | APA | ASA | Harvard | Chicago | IEEE | ISO690 | MLA | NLM | Turabian | Vancouver |
References
- ABDALLAH, MOHAMMAD, et al. Efficiency of EB CFRP composites for flexural strengthening of continuous RC beams: A comparative study with NSM CFRP rods. Structures. Vol. 34. Elsevier, 2021. https://doi.org/10.1016/j.istruc.2021.08.073
Go to original source...
- SALAMA, A. S. D., R. A. HAWILEH, J. A. ABDALLA. Performance of externally strengthened RC beams with side-bonded CFRP sheets. Composite Structures 212 (2019): 281-290. https://doi.org/10.1016/j.compstruct.2019.01.045
Go to original source...
- JUMAAT, MOHD ZAMIN, M. M. RAHMAN, MD ASHRAFUL ALAM. Flexural strengthening of RC continuous T beam using CFRP laminate: A review. International Journal of the Physical Sciences 5.6 (2010): 619-625. http://www.scopus.com/inward/record.url?eid
- MANDOR, AHMED, AHMED EL REFAI. Strengthening the hogging and sagging regions in continuous beams with fiber-reinforced cementitious matrix (FRCM): Experimental and analytical investigations. Construction and Building Materials 321 (2022): 126341. https://doi.org/10.1016/j.conbuildmat.2022.126341
Go to original source...
- SALAMA, A. S. D., R. A. HAWILEH, J. A. ABDALLA. Performance of externally strengthened RC beams with side-bonded CFRP sheets. Composite Structures 212 (2019): 281-290. https://doi.org/10.1016/j.istruc.2021.08.073
Go to original source...
- ABDALLAH, MOHAMMAD, et al. Assessment of the flexural behavior of continuous RC beams strengthened with NSM-FRP bars, experimental and analytical study. Composite Structures 242 (2020): 112127. https://doi.org/10.1016/j.compstruct.2020.112127.
Go to original source...
- HOSEN, MD AKTER, MOHD ZAMIN JUMAAT, ABM SAIFUL ISLAM. Side Near Surface Mounted (SNSM) technique for flexural enhancement of RC beams. Materials & Design 83 (2015): 587-597. https://doi.org/10.1016/j.matdes.2015.06.035.
Go to original source...
- HASSAN, TAREK, SAMI RIZKALLA. Investigation of bond in concrete structures strengthened with near surface mounted carbon fiber reinforced polymer strips. Journal of composites for construction 7.3 (2003): 248-257. https://doi.org/10.1061/(ASCE)1090-0268(2003)7:3(248).
Go to original source...
- YOST, JOSEPH ROBERT, et al. Flexural behavior of concrete beams strengthened with near-surface-mounted CFRP strips. ACI structural journal 104.4 (2007): 430. https://www.proquest.com/openview/730cf2a2a7872ce5cd876617520b1b1d/1?pq-origsite=gscholar&cbl=36963.
- DIAS, SALVADOR JE, JOAQUIM AO BARROS, WORAJAK JANWAEN. Behavior of RC beams flex-really strengthened with NSM CFRP laminates. Composite Structures 201 (2018): 363-376. https://doi.org/10.1016/j.compstruct.2018.05.126.
Go to original source...
- ABDALLAH, MOHAMMAD, et al. Assessment of the flexural behavior of continuous RC beams strengthened with NSM-FRP bars, experimental and analytical study. Composite Structures 242 (2020): 112127. https://doi.org/10.1016/j.compstruct.2020.112127.
Go to original source...
- KALINA, T; SEDLÁÈEK, F. (2019), Design and Determination of Strength of Adhesive Bonded Joints. Manufacturing Technology 19(3), 409-413. 10.21062/ujep/305.2019/a/1213-2489/MT/19/3/409.
Go to original source...
- DE LORENZIS, LAURA, ANTONIO NANNi. Shear strengthening of reinforced concrete beams with near-surface mounted fiber-reinforced polymer rods. Structural Journal 98.1 (2001): 60-68.
Go to original source...
- CZAJKOWSKA, A; INGALDI, M. (2022), Influence of Steel Fibers Content on Selected Mechanical Properties - Experi-mental Tests. Manufacturing Technology 22(3), 267-278. DOI: 10.21062/mft.2022.039.
Go to original source...
- SUHAMI, M. F., WAHAB, N. A., HAMZAH, K., PAIJAN, L. H.; SASAHARA, H. (2023). Characteristics of Coconut Fibre Combined with Vinyl Ester Composites through Material Testing and Machining. Manufacturing Technology 23(5), 700-708. DOI: 10.21062/mft.2023.071.
Go to original source...
- BILOTTA, ANTONIO, et al. Efficiency of CFRP NSM strips and EBR layers for flexural strengthening of RC beams and loading pattern influence. Composite Structures 124 (2015): 163-175. https://doi.org/10.1016/j.compstruct.2014.12.046
Go to original source...
- BARAGHITH, AHMED T., et al. Effectiveness of SHCC strips reinforced with glass fiber textile mesh layers for shear strengthening of RC beams: Experimental and numerical assessments. Construction and Building Materials 327 (2022): 127036. https://doi.org/10.1016/j.conbuildmat.2022.127036
Go to original source...
- SOLIMAN, SHEHAB M., EHAB EL-SALAKAWY, BRAHIM BENMOKRANE. Bond performance of near-surface-mounted FRP bars. Journal of Composites for Construction 15.1 (2011): 103-111. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000150
Go to original source...
- AQHTARUDDIN, MOHAMMED. Behavior of Masonry Assemblies with and Without GFRP and TRM Strengthening Under Static In plane Loading. Diss. Indian Institute of Technology Hyderabad, 2014.
- BARHUM, RABEA, VIKTOR MECHTCHERINE. Effect of short, dispersed glass and carbon fibres on the behaviour of textile-reinforced concrete under tensile loading. Engineering Fracture Mechanics 92 (2012): 56-71. https://doi.org/10.1016/j.engfracmech.2012.06.001
Go to original source...
- ELSANADEDY, HUSSEIN M., et al. Flexural strengthening of RC beams using textile reinforced mor-tar-Experimental and numerical study. Composite Structures 97 (2013): 40-55. https://doi.org/10.1016/j.compstruct.2012.09.053
Go to original source...
- LI, VICTOR C., et al. Repair and retrofit with engineered cementitious composites. Engineering Fracture Mechanics 65.2-3 (2000): 317-334. https://doi.org/10.1016/S0013-7944(99)00117-4
Go to original source...
- LI, VICTOR C., et al. Micromechanics-based durability study of polyvinyl alcohol-engineered cementitious composite. Materials Journal 101.3 (2004): 242-248.
Go to original source...
- BUTLER, MARKO, VIKTOR MECHTCHERINE, SIMONE HEMPEL. Experimental investigations on the durability of fibre-matrix interfaces in textile-reinforced concrete. Cement and Concrete Composites 31.4 (2009): 221-231. https://doi.org/10.1016/j.cemconcomp.2009.02.005
Go to original source...
- AFEFY, HAMDY M., AHMED T. Baraghith, and Mohamed H. Mahmoud. Retrofitting of defected rein-forced-concrete cantilever slabs using different techniques. Magazine of Concrete Research 72.14 (2020): 703-719. https://doi.org/10.1680/jmacr.18.00340
Go to original source...
- EL-MAADDAWY, TAMER, JAFER ALSHAWA, BILAL EL-ARISS. Strengthening of Continuous Concrete Slab Strips Containing Cutouts. ACI Structural Journal 113.6 (2016).
Go to original source...
- ALKHALIL, JWAN, TAMER EL-MAADDAWY. Nonlinear flexural response of continuous concrete slab strips strengthened with near surface-mounted composites. Journal of Composites for Construction 21.1 (2017): 0401607.https://doi.org/10.1061/(ASCE)CC.1943-5614.0000730
Go to original source...
- AFEFY, HAMDY MOHY EL-DIN, MOHAMED HUSSEIN MAHMOUD. Structural performance of RC slabs provided by pre-cast ECC strips in tension cover zone. Construction and Building Materials 65 (2014): 103-113. https://doi.org/10.1016/j.conbuildmat.2014.04.096
Go to original source...
- BARAGHITH, AHMED T., et al. Improving the shear behavior of RC dapped-end beams using Prefabri-cated strain-hardening cementitious composite (P-SHCC) layers. Structures. Vol. 50. Elsevier, 2023. https://doi.org/10.1016/j.istruc.2023.02.059
Go to original source...
- KHATTAK, NOUMAN, et al. Continuous reinforced concrete beams strengthened with fabric-reinforced cementitious matrix: Experimental investigation and numerical simulation. Buildings 12.1 (2021): 27. https://doi.org/10.3390/buildings12010027
Go to original source...
- ACI Committee 440. Guide For The Design And Construction Of Externally Bonded FRP Systems For Strengthening Concrete Structures. American Concrete Institute, 2017, Farmington Hills, MI., USA
- [ASTM C39/C39M-20, Standard Test Method for Compressive Strength of Cylindrical Concrete Speci-mens, ASTM International, West Conshohocken, PA, 2020, www.astm.org.].
- ASTM A770/A770M-03(2018), Standard Specification for Through-Thickness Tension Testing of Steel Layers for Special Applications, ASTM International, West Conshohocken, PA, 2018, www.astm.org.
This is an open access article distributed under the terms of the Attribution-NonCommercial 4.0 International License (CC BY-NC 4.0), which permits non-comercial use, distribution, and reproduction in any medium, provided the original publication is properly cited. No use, distribution or reproduction is permitted which does not comply with these terms.