FRCM Strengthening of Corrosion-Damaged RC Beams Subjected to Monotonic and Cyclic Loading
Publication: Journal of Composites for Construction
Volume 26, Issue 1
Abstract
An experimental investigation assessed the effectiveness of carbon and polyparaphenylene benzobisoxazole (PBO) fabric-reinforced cementitious matrix (C-FRCM and PBO-FRCM) systems in rehabilitating reinforced concrete beams affected by corrosion of the tensile steel reinforcement. Thirteen reinforced concrete beam specimens were tested using a four-point bending setup under monotonic and cyclic loading. The FRCM strengthening of the corrosion-damaged specimens significantly increased the yield and ultimate capacity. The FRCM composites efficiency was demonstrated under cyclic loading; the restoration of the beams’ strength is maintained over the cyclic life. The FRCM strengthening systems were capable of extending the cyclic life up to five times in comparison with nonstrengthened control beam. The rehabilitated beams maintained their stiffness during the cyclic loading, indicating that FRCM-strengthening systems efficiently resist cyclic loads.
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Acknowledgments
This research was partially funded by the Natural Sciences and Engineering Research Council of Canada (NSERC) grant. The FRCM products were provided by Ruredil. This support is acknowledged.
References
ACI (American Concrete Institute). 2013. Guide to design and construction of externally bonded fabric-reinforced cementitious matrix (FRCM) systems for repair and strengthening concrete and masonry structures. ACI Committee 549. Farmington Hills, MI: ACI.
Al-Hammoud, R., K. Soudki, and T. H. Topper. 2011. “Fatigue flexural behavior of corroded reinforced concrete beams repaired with CFRP sheets.” J. Compos. Constr. 15 (1): 42–51. https://doi.org/10.1061/ASCECC.1943-5614.0000144.
Aljazaeri, Z. R., and J. J. Myers. 2017. “Fatigue and flexural behavior of reinforced-concrete beams strengthened with fiber-reinforced cementitious matrix.” J. Compos. Constr. 21 (1): 04016075. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000726.
Arboleda, D. 2014. “Fabric reinforced cementitious matrix (FRCM) composites for infrastructure strengthening and rehabilitation: Characterization methods.” Ph.D. dissertation, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Miami.
Arduini, M., and A. Nanni. 1997. “Behavior of precracked RC beams strengthened with carbon FRP sheets.” J. Compos. Constr. 1 (2): 63–70. https://doi.org/10.1061/(ASCE)1090-0268(1997)1:2(63).
ASTM. 2016. Standard test methods for tension testing of metallic materials. West Conshohocken, PA: ASTM.
ASTM. 2017. Standard practice for preparing, cleaning, and evaluating corrosion test specimens. West Conshohocken, PA: ASTM.
ASTM. 2018. Standard test method for compressive strength of cylindrical concrete specimens. West Conshohocken, PA: ASTM.
Badawi, M., and K. Soudki. 2009. “Fatigue behavior of RC beams strengthened with NSM CFRP rods.” J. Compos. Constr. 13 (5): 415–421. https://doi.org/10.1061/(ASCE)1090-0268(2009)13:5(415).
Bisby, L., T. Stratford, C. Hart, and S. Farren. 2013. “Fire performance of well-anchored TRM, FRCM and FRP flexural strengthening systems.” In Advanced composites in construction 2013, 98–109. Chesterfield, UK: Network Group for Composites in Construction.
Broomfield, J. P. 2007. Corrosion of steel in concrete: Understanding, investigation and repair. 2nd ed. New York: Taylor & Francis.
Caggegi, C., G. C. Francesca, S. Stefano De, F. Francesco, H. Łukasz, L. Emma, and Z. Luigia. 2017. “Experimental analysis on tensile and bond properties of PBO and aramid fabric reinforced cementitious matrix for strengthening masonry structures.” Composites, Part B 127: 175–195. https://doi.org/10.1016/j.compositesb.2017.05.048.
Carloni, C., T. D’Antino, L. H. Sneed, and C. Pellegrino. 2015. “Role of the matrix layers in the stress-transfer mechanism of FRCM composites bonded to a concrete substrate.” J. Eng. Mech. 141 (6): 04014165. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000883.
D’Ambrisi, A., and F. Focacci. 2011. “Flexural strengthening of RC beams with cement-based composites.” J. Compos. Constr. 15 (5): 707–720. https://doi.org/ 10.1061/(ASCE)CC.1943-5614.0000218.
CSA (Canadian Standard Association). 2019. Design of concrete reinforcement. CSA-A23.3:19. Rexdale, ON, Canada: CSA.
D’Antino, T., C. Carloni, L. H. Sneed, and C. Pellegrino. 2014. “Matrix–fiber bond behavior in PBO FRCM composites: A fracture mechanics approach.” Eng. Fract. Mech. 117: 94–111. https://doi.org/10.1016/j.engfracmech.2014.01.011.
Ebead, U., K. C. Shrestha, M. S. Afzal, A. El Refai, and A. Nanni. 2017. “Effectiveness of fabric-reinforced cementitious matrix in strengthening reinforced concrete beams.” J. Compos. Constr. 21 (2): 04016084. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000741.
El-Maaddawy, T., and A. El-Refai. 2016. “Innovative repair of severely corroded T-beams using fabric-reinforced cementitious matrix.” J. Compos. Constr. 20 (3): 04015073. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000641.
Elghazy, M., A. El Refai, U. Ebead, and A. Nanni. 2017. “Effect of corrosion damage on the flexural performance of RC beams strengthened with FRCM composites.” Compos. Struct. 180: 994–1006. https://doi.org/10.1016/j.compstruct.2017.08.069.
Elghazy, M., A. El Refai, U. Ebead, and A. Nanni. 2018. “Fatigue and monotonic behaviors of corrosion-damaged reinforced concrete beams strengthened with FRCM composites.” J. Compos. Constr. 22 (5): 04018040. https://doi.org/ 10.1061/(ASCE)CC.1943-5614.0000875.
Guo, Z., M. Yafei, W. Lei, Z. Xuhui, Z. Jianren, H. Cody, and E. H. Issam. 2020. “Crack propagation-based fatigue life prediction of corroded RC beams considering bond degradation.” J. Bridge Eng. 25 (8): 04020048. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001592.
Hadad, H. A., A. Nanni, U. A. Ebead, and A. El Refai. 2018. “Static and fatigue performance of FRCM-strengthened concrete beams.” J. Compos. Constr. 22 (5): 04018033. https://doi.org/10.1061/(ASCE)CC.19435614.0000868.
ICC-Evaluation Service. 2013. Acceptance criteria for masonry and concrete strengthening using fiber-reinforced cementitious matrix (FRCM) composite systems. AC434. Whittier, CA: ICC-ES.
Jabr, A., A. El-Ragaby, and F. Ghrib. 2017. “Effect of the fiber type and axial stiffness of FRCM on the flexural strengthening of RC beams.” Fibers 5 (1): 2. https://doi.org/10.3390/fib5010002.
Loreto, G. 2015. “RC beams shear-strengthened with fabric-reinforced-cementitious matrix (FRCM) composite.” Int. J. Adv. Struct. Eng. 7 (4): 341–352. https://doi.org/10.1007/s40091-015-0102-9.
Ombres, L. 2011. “Flexural analysis of reinforced concrete beams strengthened with cement based high strength composite material.” Compos. Struct. 94 (1): 143–155. https://doi.org/10.1016/j.compstruct.2011.07.008.
Pino, V., H. A. Hadad, F. De Caso y Basalo, A. Nanni, U. A. Ebead, and A. El Refai. 2017. “Performance of FRCM-strengthened RC beams subject to fatigue.” J. Bridge Eng. 22 (10): 04017079. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001107.
Raoof, S. M., and D. A. Bournas. 2017. “TRM versus FRP in flexural strengthening of RC beams: Behaviour at high temperatures.” Constr. Build. Mater. 154: 424–437. https://doi.org/10.1016/j.conbuildmat.2017.07.195.
Ruredil S.p.A. 2021a. Ruredil X Mesh C10. Accessed May 6, 2021. http://www.bob-fr.com/DOCPDF/ruredilxmeshc10_datasheet_0214en.pdf).
Ruredil S.p.A. 2021b. Ruredil X Mesh Gold. Accessed May 6, 2021. http://english.ruredil.it/SchedeProdottoENG/RuredilXMeshGOLD_ing_1.pdf.
Schläfli, M., and E. Brühwiler. 1998. “Fatigue of existing reinforced concrete bridge deck slabs.” Eng. Struct. 20 (11): 991–998. https://doi.org/10.1016/S0141-0296(97)00194-6.
Sena-Cruz, J. M., J. A. O. Barros, M. R. F. Coelho, and L. F. F. T. Silva. 2012. “Efficiency of different techniques in flexural strengthening of RC beams under monotonic and fatigue loading.” Constr. Build. Mater. 29: 175–182. https://doi.org/10.1016/j.conbuildmat.2011.10.044.
Sharif, A., G. J. Al-Sulaimani, I. A. Basunbul, M. H. Baluch, and B. N. Ghaleb. 1994. “Strengthening of initially loaded reinforced concrete beams using FRP plates.” ACI Struct. J. 91 (2): 160–168.
Sika. 2019a. SikaWrap® Hex-100G. Accessed December 10, 2019. https://usa.sika.com/dms/getdocument.get/55d3afa9-5ba5-34fa-a7c8-5ac5b0509425/pds-cpd-SikaWrap%20Hex100G-us.pdf.
Sika. 2019b. Sikadur®-300. Accessed December 10, 2019. https://can.sika.com/dms/getdocument.get/5bb0b3c6-cc5a-3646-932c-79a9121adef0/Sikadur300_pds.pdf.
Song, L., and Z. Yu. 2015. “Fatigue performance of corroded reinforced concrete beams strengthened with CFRP sheets.” Constr. Build. Mater. 90: 99–109. https://doi.org/10.1016/j.conbuildmat.2015.05.024.
Sun, J., Q. Huang, and Y. Ren. 2015. “Performance deterioration of corroded RC beams and reinforcing bars under repeated loading.” Constr. Build. Mater. 96: 404–415. https://doi.org/10.1016/j.conbuildmat.2015.08.066.
Tilly, G. P. 1979. “Fatigue of steel reinforcement bars in concrete: A review.” Fatigue Eng. Mater. Struct. 2: 251–268. https://doi.org/10.1111/j.1460-2695.1979.tb01084.x.
Trapko, T., D. Urbańska, and M. Kamiński. 2015. “Shear strengthening of reinforced concrete beams with PBO-FRCM composites.” Composites, Part B 80: 63–72. https://doi.org/10.1016/j.compositesb.2015.05.024.
Triantafyllou, G. G., T. C. Rousakis, and A. I. Karabinis. 2017. “Corroded RC beams patch repaired and strengthened in flexure with fiber-reinforced polymer laminates.” Composites, Part B 112: 125–136. https://doi.org/10.1016/j.compositesb.2016.12.032.
Tumialan, G., and A. De Luca. 2014. “FRCM Systems.” STRUCTURE magazine. Accessed December 10, 2019. http://www.structuremag.org/?p=5446.
Wang, L., C. Li, and J. Yi. 2015. “An experiment study on behavior of corrosion RC beams with different concrete strength.” J. Coastal Res. 73 (1): 259–264. https://doi.org/10.2112/SI73-046.1.
Xie, J., and R. Hu. 2013. “Experimental study on rehabilitation of corrosion-damaged reinforced concrete beams with carbon fiber reinforced polymer.” Constr. Build. Mater. 38: 708–716. https://doi.org/10.1016/j.conbuildmat.2012.09.023.
Yin, S. P., J. Sheng, X. X. Wang, and S. G. Li. 2016. “Experimental investigations of the bending fatigue performance of TRC-strengthened RC beams in conventional and aggressive chlorate environments.” J. Compos. Constr. 20 (2): 04015051. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000617.
Yi, W. J., S. K. Kunnath, X. D. Sun, C. J. Shi, and F. J. Tang. 2010. “Fatigue behavior of reinforced concrete beams with corroded steel reinforcement.” ACI Struct. J. 107 (5): 526–533.
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Received: Feb 2, 2021
Accepted: Oct 13, 2021
Published online: Nov 24, 2021
Published in print: Feb 1, 2022
Discussion open until: Apr 24, 2022
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