C-FRCM Jacket Confinement for RC Columns under Impressed Current Cathodic Protection
Publication: Journal of Composites for Construction
Volume 24, Issue 2
Abstract
In coastal regions, chloride penetration causes steel reinforcing bar (rebar) corrosion in reinforced concrete structures, leading to durability problems in existing structures. A new intervention method, impressed current cathodic protection and structural strengthening (ICCP-SS), was adopted to rehabilitate sea–sand concrete columns. A carbon fiber-reinforced cementitious matrix (C-FRCM) was used as a dual-functional material in the ICCP-SS system, wherein the C-FRCM served as both an anode and a strengthening material. This study aimed to consider the effects of the total charge density on the confinement effect of C-FRCM jackets and the compressive strength of columns under ICCP-SS intervention to demonstrate the long-term effectiveness of the ICCP-SS intervention method for sea–sand RC columns and to investigate the appropriateness of existing strength models for RC columns strengthened by C-FRCM jackets under impressed current cathodic protection (ICCP). The experimental program included a total of nine reinforced concrete stub columns. Prior to the compression tests, the columns were subjected to 270 days of accelerated corrosion and 250 days of cathodic protection under protective cathodic current densities of and . This paper presented an experimental program, a comparison between short-term and long-term test results of ICCP-SS, a comparison of existing strength models, and a discussion on the appropriateness of the existing models for C-FRCM jackets subjected to an applied current.
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Acknowledgments
The research work described in this paper was supported by the National Natural Science Foundation China (51778370 and 51538007), the Key Project of Department of Education of Guangdong Province (2017B030311004) and the Shenzhen science and technology project (JCYJ20170818094820689).
References
AC (Acceptance Criteria). 2016. Acceptance criteria for masonry and concrete strengthening using fabric-reinforced cementitious matrix (FRCM) and steel reinforced grout (SRG) composite systems. AC434. Brea, CA: ICC Evaluation Service.
ACI (American Concrete Institute). 2013. Guide to design and construction of externally bonded fabric-reinforced cementitious matrix systems for repair and strengthening concrete and masonry structures. ACI 549.4 R. Farmington, MI: ACI.
ACI (American Concrete Institute). 2017. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-02. Farmington, MI: ACI.
Ahmad, S. 2003. “Reinforcement corrosion in concrete structures, its monitoring and service life prediction: A review.” Cem. Concr. Compos. 25 (4): 459–471. https://doi.org/10.1016/S0958-9465(02)00086-0.
Arboleda, D. 2014. “Fabric reinforced cementitious matrix (FRCM) composites for infrastructure strengthening and rehabilitation: Characterization methods.” Ph.D. thesis, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami.
ASTM. 2011. Standard Practice for preparing, cleaning, and evaluating corrosion test specimens. ASTM G1-03. West Conshohocken, PA: ASTM.
ASTM. 2012. Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39. West Conshohocken, PA: ASTM.
ASTM. 2015. Standard test method for half-cell potentials of uncoated reinforcing steel in concrete. ASTM C876. West Conshohocken, PA: ASTM.
ASTM. 2017a. Standard test methods and definitions for mechanical testing of steel products. ASTM A370. West Conshohocken, PA: ASTM.
ASTM. 2017b. Standard test methods for properties of continuous filament carbon and graphite fiber tows. ASTM D4018. West Conshohocken, PA: ASTM.
Basalo, F. J. D. C., F. Matta, and A. Nanni. 2012. “Fiber reinforced cement-based composite system for concrete confinement.” Constr. Build. Mater. 32 (7): 55–65. https://doi.org/10.1016/j.conbuildmat.2010.12.063.
Bilotta, A., F. Ceroni, G. P. Lignola, and A. Prota. 2017. “Use of DIC technique for investigating the behaviour of FRCM materials for strengthening masonry elements.” Composites Part B 129 (Nov): 251–270. https://doi.org/10.1016/j.compositesb.2017.05.075.
Bisby, L. A., E. C. Roy, M. Ward, and T. J. Stratford. 2009. “Fibre reinforced cementitious matrix systems for fire-safe flexural strengthening of concrete: Pilot testing at ambient temperatures.” In Proc., Advanced Composites in Construction. Chesterfield, UK: NetComposites.
Bullard, S. J., B. S. Covino, Jr., S. D. Cramer, and G. E. McGill. 1996. Thermal-sprayed zinc anodes for cathodic protection of steel-reinforced concrete bridges. Albany, OR: Albany Research Center.
CEN (European Committee for Standardization). 1993. Methods of test for mortar for masonry—Part 11: Determination of flexural and compressive strength of hardened mortar. EN1015-11. Brussels, Belgium: CEN.
Chess, P. M., and J. P. Broomfield. 2003. Cathodic protection of steel in concrete. Boca Raton, FL: CRC Press.
Clemeña, G., and D. Jackson. 1998. “Long-term performance of conductive-paint anodes in cathodic protection systems for inland concrete piers in Virginia.” Transp. Res. Rec. 1642 (1): 43–50. https://doi.org/10.3141/1642-06.
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.
Fang, C., K. Lundgren, M. Plos, and K. Gylltoft. 2006. “Bond behaviour of corroded reinforcing steel bars in concrete.” Cem. Concr. Res. 36 (10): 1931–1938. https://doi.org/10.1016/j.cemconres.2006.05.008.
fib (International Federation for Structural Concrete). 2001. Externally bonded FRP reinforcement for RC structures. Lausanne, Switzerland: fib.
Grantham, M. G., B. Herts, and D. J. Broomfield. 1997. “The use of linear polarisation corrosion rate measurements in aiding rehabilitation options for the deck slabs of a reinforced concrete underground car park.” Constr. Build. Mater. 11 (4): 215–224. https://doi.org/10.1016/S0950-0618(97)00040-8.
ISIS (Intelligent Sensing for Innovative Structures). 2001. Strengthening reinforced concrete structures with externally-bonded fiber reinforced polymers. Winnipeg, MB, Canada: ISIS.
Kwan, A. K. H., C. X. Dong, and J. C. M. Ho. 2016. “Axial and lateral stress–strain model for concrete-filled steel tubes.” J. Constr. Steel Res. 122 (Jul): 421–433. https://doi.org/10.1016/j.jcsr.2016.03.031.
Lam, L., and J. G. Teng. 2003. “Design-oriented stress–strain model for FRP-confined concrete.” Constr. Build. Mater. 17 (6–7): 471–489. https://doi.org/10.1016/S0950-0618(03)00045-X.
Lambert, P. 1995. “Cathodic protection of reinforced concrete.” Anti-Corros. Methods Mater. 42 (4): 4–5. https://doi.org/10.1108/eb007361.
Lassali, T. A. F., S. C. D. Castro, and J. F. C. Boodts. 1998. “Structural, morphological and surface properties as a function of composition of Ru+Ti+Pt mixed-oxide electrodes.” Electrochim. Acta 43 (16–17): 2515–2525. https://doi.org/10.1016/S0013-4686(97)00306-X.
Li, L. Z., X. Liu, J. T. Yu, Z. D. Lu, M. N. Su, J. H. Liao, and M. Xia. 2019. “Experimental study on seismic performance of post-fire reinforced concrete frames.” Eng. Struct. 179 (1): 161–173. https://doi.org/10.1016/j.engstruct.2018.10.080.
Ludovico, M. D., A. Prota, and G. Manfredi. 2010. “Structural upgrade using basalt fibers for concrete confinement.” J. Compos. Constr. 14 (5): 541–552. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000114.
Mehta, P. K. 1991. “Durability of concrete-fifty years of progress.” In Proc., 2nd Int. Conf. on Durabilitay of Concrete, edited by V. M. Malhotra, 1–31. Detroit, MI: American Concrete Institute.
MOHURD (Ministry of Housing and Urban-Rural Development). 2013. Code for design of strengthening concrete structures. GB50367. Shenzhen, China: MOHURD.
Nguyen, C. V., P. Lambert, P. S. Mangat, F. J. O’Flaherty, and G. Jones. 2016. “Near-surface mounted carbon fibre rod used for combined strengthening and cathodic protection for reinforced concrete structures.” Struct. Infrastruct. E. 12 (3): 356–365. https://doi.org/10.1080/15732479.2015.1017507.
Ombres, L. 2014. “Concrete confinement with a cement based high strength composite material.” Compos. Struct. 109 (6): 294–304. https://doi.org/10.1016/j.compstruct.2013.10.037.
Ombres, L., and S. Mazzuca. 2017. “Confined concrete elements with cement-based composites: Confinement effectiveness and prediction models.” J. Compos. Constr. 21 (3): 04016103. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000755.
Pedeferri, P. 1996. “Cathodic protection and cathodic prevention.” Constr. Build. Mater. 10 (5): 391–402. https://doi.org/10.1016/0950-0618(95)00017-8.
Peled, A. 2007. “Confinement of damaged and nondamaged structural concrete with FRP and TRC sleeves.” J. Compos. Constr. 11 (5): 514–522. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:5(514).
Rodriguez, J., L. M. Ortega, and J. Casal. 1994. “Corrosion of reinforcing bars and service life of reinforced concrete structures: Corrosion and bond deterioration.” In Vol. 2 of Proc., Int. Conf. on Concrete Across Borders. Odense, Denmark: Danish Concrete Association.
Su, M., L. Wei, J. H. Zhu, T. Ueda, G. Guo, and F. Xing. 2019a. “Combined impressed current cathodic protection and FRCM strengthening for corrosion-prone concrete structures.” J. Compos. Constr. 23 (4): 04019021. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000949.
Su, M., L. L. Wei, Z. W. Zeng, T. Ueda, F. Xing, and J. H. Zhu. 2019b. “A solution for sea-sand reinforced concrete beams.” Constr. Build. Mater. 204 (Apr): 586–596. https://doi.org/10.1016/j.conbuildmat.2019.01.146.
Susantha, K. A. S., H. Ge, and T. Usami. 2001. “Uniaxial stress–strain relationship of concrete confined by various shaped steel tubes.” Eng. Struct. 23 (10): 1331–1347. https://doi.org/10.1016/S0141-0296(01)00020-7.
Teng, J. G., Y. L. Huang, L. Lam, and L. P. Ye. 2007. “Theoretical model for fiber-reinforced polymer-confined concrete.” J. Compos. Constr. 11 (2): 201–210. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:2(201).
Thériault, M., K. W. Neale, and S. Claude. 2004. “Fiber-reinforced polymer-confined circular concrete columns: Investigation of size and slenderness effects.” J. Compos. Constr. 8 (4): 323–331. https://doi.org/10.1061/(ASCE)1090-0268(2004)8:4(323).
Trapko, T. 2013. “The effect of high temperature on the performance of CFRP and FRCM confined concrete elements.” Composites Part B 54 (1): 138–145. https://doi.org/10.1016/j.compositesb.2013.05.016.
Triantafillou, T. C., C. G. Papanicolaou, P. Zissimopoulos, and T. Laourdekis. 2006. “Concrete confinement with textile-reinforced mortar jackets.” ACI Struct. J. 103 (1): 28–37.
Zhang, D., K. Rashid, B. Wang, and T. Ueda. 2017a. “Experimental and analytical investigation of crack spacing and width for overlaid RC beams at elevated temperatures.” J. Struct. Eng. 143 (12): 04017168. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001910.
Zhang, D., Y. Zhao, W. Jin, T. Ueda, and H. Nakai. 2017b. “Shear strengthening of corroded reinforced concrete columns using pet fiber based composites.” Eng. Struct. 153 (Oct): 757–765. https://doi.org/10.1016/j.engstruct.2017.09.030.
Zhu, J. H., M. Su, J. Huang, T. Ueda, and F. Xing. 2018. “The ICCP-SS technique for retrofitting reinforced concrete compressive members subjected to corrosion.” Constr. Build. Mater. 167 (Apr): 669–679. https://doi.org/10.1016/j.conbuildmat.2018.01.096.
Zhu, J. H., L. Wei, G. Guo, and A. Zhu. 2016. “Mechanical and electrochemical performance of carbon fiber reinforced polymer in oxygen evolution environment.” Polymers 8 (11): 393. https://doi.org/10.3390/polym8110393.
Zhu, J. H., L. Wei, H. Moahmoud, E. Redaelli, X. Feng, and L. Bertolini. 2017. “Investigation on CFRP as dual-functional material in chloride-contaminated solutions.” Constr. Build. Mater. 151 (Oct): 127–137. https://doi.org/10.1016/j.conbuildmat.2017.05.213.
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©2020 American Society of Civil Engineers.
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Received: Jan 16, 2019
Accepted: Aug 28, 2019
Published online: Jan 7, 2020
Published in print: Apr 1, 2020
Discussion open until: Jun 7, 2020
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