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Keywords

Bond strength, Coarse recycled aggregate concrete, Replacement rate, Pullout tests, Corrosion of steel rebar

Document Type

Review Paper

Abstract

The use of recycled concrete aggregate (RCA) in structural applications has considerably increased in order to minimize the environmental effects of concrete buildings. Bond is a crucial characteristic of reinforced concrete that relates to the adhesion between the reinforcing steel and the surrounding concrete. This systematic review presents a comprehensive examination of the bond characteristics of steel bars and recycled coarse aggregate concrete RAC In addition, several components influencing both the load-slip curve and the failure mechanisms of RAC specimens were presented and discussed. Furthermore, prediction equations for bond strength and models of the bond-slip relationship between RAC and steel bars were summarized to enhance understanding of their applicability. The systematic review concentrated on scientific research articles to collect high-quality data, which can offer more in-depth insight into the bond behavior. The results show that several aspects influence the bond behavior of RAC specimens. These elements include the substitution rate of RCA, the steel bars' kind and size, the compressive strength, the length of embedment, and the performance of the aggregate. Both corrosion of steel rebars and cycles of freeze-thaw have an impact on the bonding performance between recycled aggregate concrete RAC and steel bars. The bonding performance between RAC and steel bars deteriorates as corrosion of steel rebars and damages from freeze-thaw approaches a particular threshold. Finally, the bonding strength of RAC exhibits an initial rise followed by a subsequent reduction with an increase in the rate of replacement of RCA.

References

A. Piccinali , A. Diotti , G. Plizzari and S. Sorlini, Impact of Recycled Aggregate on the Mechanical and Environmental Properties of Concrete: A Review, Materials, 15 (2022) 1818. https://doi.org/10.3390/ma15051818 A. Coelho, J. D. Brito, Economic viability analysis of a construction and demolition waste plant in portugal-part II: Economic sensitivity analysis, J. Clean. Prod., 39 (2013) 329-337. https://doi.org/10.1016/j.jclepro.2012.05.006 A. Coelho, J. D. Brito, Environmental analysis of a construction and demolition waste plant in portugal-part II: Environmental sensitivity analysis, Waste Manag., 33 (2013) 147-161. https://doi.org/10.1016/j.wasman.2012.09.004 R. V. Silva, J. D. Brito, R. K. Dhir, Properties and composition of recycled aggregates from construction and demolition waste suitable for concrete production, Constr. Build. Mater., 65 (2014) 201-217. http://dx.doi.org/10.1016/j.conbuildmat.2014.04.117 R. Zaharieva, F. Buyle-Bodin, F. Skoczylas, E. Wirquin, Assessment of the surface permeation properties of recycled aggregate concrete, Cem. Concr. Compos., 25 (2003) 223-232. https://doi.org/10.1016/S0958-9465(02)00010-0. S. Siddique, S. Shrivastava, S. Chaudhary, Durability properties of bone china ceramic fine aggregate concrete, Constr. Build. Mater., 173 (2018) 323-331. https://doi.org/10.1016/j.conbuildmat.2018.03.262 L. Evangelista, J. D. Brito, Durability Performance of Concrete Made with Fine Recycled Concrete Aggregates, Cem. Concr. Compos., 32 (2010) 9 - 14. https://doi.org/10.1016/j.cemconcomp.2009.09.005 M. Bravo, J. D. Brito, L .Evangelista, J. Pacheco, Durability and shrinkage of concrete with CDW as recycled aggregates: Benefits from superplasticizer’s incorporation and influence of CDW composition, Constr. Build. Mater., 168 (2018) 818-830. https://doi.org/10.1016/j.conbuildmat.2018.02.176 I. F. S. D. Bosque, P. V. D. Heede, N. D. Belie, M. I. S .D. Rojas, C. Medina, Carbonation of concrete with construction and demolition waste based recycled aggregates and cement with recycled content, Constr. Build. Mater., 234 (2020) 117336. https://doi.org/10.1016/j.conbuildmat.2019.117336 S.C. Kou, C.S. Poon, D. Chan,Properties of Steam Cured Recycled Aggregate Fly Ash Concrete. use of Recycled Materials in Buildings and Structures, In Proceedings of the International RILEM Conference, Barcelona, Spain, RILEM Publications SARL, 2004, 590-599. M. Oliveira, C. Assis, A. Wanderley, Study on Compressed Stress, Water absorption and modulus of elasticity of produced concrete made by recycled aggregate, Proc. Int. RILEM Conf., 8–11 November Barcelona, Spain, RILEM Publications SARL: 2004, 636-642. L. Zong, Z. Fei, S. Zhang, Permeability of recycled aggregate concrete containing fly ash and clay brick waste, J. Clean. Prod., 70 (2014) 175-182. https://doi.org/10.1016/j.jclepro.2014.02.040 S. B. Park, B. C. Lee, J. H. Kim, Studies on mechanical properties of concrete containing waste glass aggregate, Cem. Concr. Res., 34 (2004) 2181-2189. https://doi.org/10.1016/j.cemconres.2004.02.006 M. Etxeberria, E. Vázquez, A. Marí, M. Barra, Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete, Cem. Concr. Res., 37 (2007) 735-742. https://doi.org/10.1016/j.cemconres.2007.02.002 W. H. Kwan, M. Ramli, K. J. Kam, M. Z. Sulieman , Influence of the amount of recycled coarse aggregate in concrete design and durability properties, Constr. Build. Mater., 26 (2012) 565-573. https://doi.org/10.1016/j.conbuildmat.2011.06.059 K. Sun-Woo, Y. Hyun-Do, P.Wan-Shin, J. Young-Il, Bond Strength Prediction for Deformed Steel Rebar Embedded in Recycled Coarse Aggregate Concrete, Mater. Des., 83 (2015) 257-269. http://dx.doi.org/10.1016/j.matdes.2015.06.008 P. Reiterman, O. Holčapek, O. Zobal, M. Keppert, Freeze-thaw resistance of cement screed with various supplementary cementitious materials, Rev. Adv. Mater. Sci., 58 (2019) 66-74. http://dx.doi.org/10.1515/rams-2019-0006 Kolston, D. 1975. "Reinforced Concrete Structures" by R. Park and T. Paulay, 769 pp., illus. Bulletin of the New Zealand Society for Earthquake Engineering. 8, 4 (Dec. 1975), 291. D. Moher, A. Liberati, J. Tetzlaff, D. G. Altman, Preferred reporting items for systematic reviews and meta-analyses: the prisma statement, PLoS. Med., 6 (2009( e1000097. http://dx.doi.org/10.1371/journal.pmed.1000097 A. Diotti, A. P. Galvin, A. Piccinali, G. Plizzari, S. Sorlini, Chemical and leaching behavior of construction and demolition wastes and recycled aggregates, Sustainability, 12 (2020) 10326. http://dx.doi.org/10.3390/su122410326 M. Guerra, F. Ceia, J. D. Brito, E. Júlio, Anchorage of steel rebars to recycled aggregate concrete, Constr. Build. Mater., 72 (2014)113-123. https://doi.org/10.1016/j.conbuildmat.2014.08.081 L. Butler, J. S. West, S. L. Tighe, The Effect of recycled concrete aggregate properties on the bond strength between RCA concrete and steel reinforcement, Cem. Concr. Res., 41 (2011) 1037-1049. https://doi.org/10.1016/j.cemconres.2011.06.004 G. Wardeh, E. Ghorbel, H. Gomart, B. Fiorio, Experimental and analytical study of bond behavior between recycled aggregate concrete and steel bars using a pullout test, Struct. Concr., 18 (2017) 811-825. https://doi.org/10.1002/suco.201600155 J. Xiao, H. Falkner, Bond behavior between recycled aggregate concrete and steel rebars, Constr. Build. Mater., 21 (2007) 395- 401. https://doi.org/10.1016/j.conbuildmat.2005.08.008 Y. Zhao, H. Lin, K. Wu, W. Jin, Bond behavior of normal/ recycled concrete and corroded steel bars, Constr. Build. Mater., 48 (2013) 348-359. https://doi.org/10.1016/j.conbuildmat.2013.06.091 S.H. Kim, S.H. Lee, Y.T. Lee, S.U. Hong, Bond Between High-Strength Concrete with Recycled Coarse Aggregate and Reinforcing Bars, Mater. Res. Innov.,18 (2014) S2-278-S2-285. https://doi.org/10.1179/1432891714Z.000000000417 A. Abdulazeeza, R. Abdulkhudhur, H. Al-Quraishi, Bond strength behavior for deformed steel rebar embedded in recycled aggregate concrete, J. Eng. Technol. Sci., 53 (2021) 210111. http://dx.doi.org/10.5614/j.eng.technol.sci.2021.53.1.11 M. H. Haraji, Development / splice strength of reinforcing bars embedded in plain and fiber-reinforced concrete, ACI Struct. Eng. Int., 91 (1994) 511-520. http://dx.doi.org/10.14359/4163 K. Sun-Woo, P. Wan-Shin, J. Young-Il, J. Seok-Joon,Y. Hyun-Do, Bonding behavior of deformed steel rebars in sustainable concrete containing both fine and coarse recycled aggregates, Materials, 10 (2017) 1082. https://doi.org/10.3390/ma10091082 Q. F. Huang, D. F. Wang, Experimental study on bond-slip between steel bar and recycled aggregate concrete, Adv. Mater. Res., 250-253 (2011) 1651-1656. http://dx.doi.org/10.4028/www.scientific.net/AMR.250-253.1651 M. J. Prince, B. Singh, Bond strength of deformed steel bars in high-strength recycled aggregate concrete, Mater. Struct., 48 (2015) 3913-3928. http://dx.doi.org/10.1617/s11527-014-0452-y K. Sun-Woo,Y. Hyun-Do, Influence of recycled coarse aggregates on the bond behavior of deformed bars in concrete, Eng. Struct., 48 (2013) 133-143. http://dx.doi.org/10.1016/j.engstruct.2012.10.009 S. M. Pour, M. S. Alam, Investigation of compressive bond behavior of steel rebar embedded in concrete with partial recycled aggregate replacement, Structures, 7 (2016) 153-164. http://dx.doi.org/10.1016/j.istruc.2016.06.010 M. J. Prince, B. Singh, Bond behavior of deformed steel bars embedded in recycled aggregate concrete, Constr. Build. Mater., 49 (2013) 852-862. http://dx.doi.org/10.1016/j.conbuildmat.2013.08.031 M. J. Prince, B. Singh, Bond behavior of normal- and high-strength recycled aggregate concrete, Struct. Concr., 16 (2015) 56-70. http://dx.doi.org/10.1002/suco.201300101 S. Seara-Paz, B. González-Fonteboa, J. Eiras-López, M. F. Herrador, Bond behavior between steel reinforcement and recycled concrete, Mater. Struct., 47 (2014) 323-334. http://dx.doi.org/10.1617/s11527-013-0063-z J. Xiao, P. Li, W. Qin, Study on bond-slip between recycled concrete and rebars, J. Tongji University, 34 (2006) 13-16. W. Cao, D. Lin, Q. Qiao, G. Chen, W. Jiang, S. Peng, Experimental study on bond-slip properties and influence factors between rebars and recycled concrete, J. Natural Disasters, 26 (2017) 38-44. http://dx.doi.org/10.13577/j.jnd.2017.0505 M. J. Prince, B. Singh, Bond behavior between recycled aggregate concrete and deformed steel bars, Mater. Struct., 47 (2014) 503-516. http://dx.doi.org/10.1617/s11527-013-0075-8 J. J. Assaad, P. Matar, A. Gergess, Effect of quality of recycled aggregates on bond strength between concrete and embedded steel reinforcement, J. Sustain. Cem.-Based Mater., 9 (2019) 94-111. http://dx.doi.org/10.1080/21650373.2019.1692315 M. Breccolotti, A. L. Materazzi, structural reliability of bonding between steel rebars and recycled aggregate concrete, Constr. Build. Mater., 47 (2013) 927-934. http://dx.doi.org/10.1016/j.conbuildmat.2013.05.017 M. Bravo, A. P. Duarte, J. d. Brito, L. Evangelista, Tests and simulation of the bond-slip between steel and concrete with recycled aggregates from CDW, Buildings, 11 (2021) 40. https://doi.org/10.3390/buildings11020040 A. F. ASL, S. Dilmaghani, H. Famili, Bond strength of reinforcement steel in self-compacting concrete, Int. J. Civ. Eng., 6 (2008) 24-33. K. M. A. Hossain, Bond characteristics of plain and deformed bars in lightweight pumice concrete, Constr. Build. Mater., 22 (2008) 1491-1499. http://dx.doi.org/10.1016/j.conbuildmat.2007.03.025 F. M. d. A. Filho, M. K. El Debs, A. L. H. C. El Debs, Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests, Mater. Struct., 41 (2008) 1073-1089. http://dx.doi.org/10.1617/s11527-007-9307-0 H. Yalciner, O. Eren, S. Sensoy, An experimental study on the bond strength between reinforcement bars and concrete as a function of concrete cover, strength, and corrosion level, Cem. Concr. Res.,  42 (2012) 643-655. https://doi.org/10.1016/j.cemconres.2012.01.003 Y. D. XU, S. q. Zhou, J. Xiao, Experimental study of recycled concrete aggregate, J. Build. Mater., 12 (2004 (447- 450. Q. Hu, W.W. Chen, C. Y. Zou, Experimental study on bonding properties of recycled concrete, J. Harbin, Inst. Technol., 42 (2010) 1849-1854. D. Gao, L. Zhang, M. Nokken, Compressive behavior of steel fiber reinforced recycled coarse aggregate concrete designed with equivalent cubic compressive strength, Constr. Build. Mater. 141 (2017) 235-244. http://dx.doi.org/10.1016/j.conbuildmat.2017.02.136 R. B. Ramesh, O. Mirza, K. Won-Hee, Mechanical properties of steel fiber reinforced recycled aggregate concrete, Struct. Concr., 20 (2019) 745-755. http://dx.doi.org/10.1002/suco.201800156 M. Ahmadi, S. Farzin, A. Hassani, M. Motamedi, Mechanical properties of the concrete containing recycled fibers and aggregates, Constr. Build. Mater., 144 (2017) 392-398. https://doi.org/10.1016/j.conbuildmat.2017.03.215 W. Xiao-hua, Z. She-rong, C. Wang, C. Ke-lei, W. Pei-yong, W. Jia-xin, Effect of steel fibers on the compressive and splitting-tensile behaviors of cellular concrete with millimeter-size pores, Constr. Build. Mater., 221 (2019) 60-73. https://doi.org/10.1016/j.conbuildmat.2019.06.069 J. Xiao, H. Falkner, Bond behavior between recycled aggregate concrete and steel rebars, Constr. Build. Mater., 21 (2007) 395-401. http://dx.doi.org/10.1016/j.conbuildmat.2005.08.008 Esfahani, M. R., Rangan, V. B., Studies on bond between concrete and reinforcing bars: school of civil engineering, Curtin University of Technology, Perth, Western Australia 1996. D. Darwin, S. Barham, R. Kozul, S. Luan, Fracture energy of high-strength concrete, ACI Mater. J., 98 (2001) 410-417. J. Zuo, D. Darwin, splice strength of conventional and high relative rib area bars in normal and high-strength concrete, ACI Struct. J., 97 (2000) 630-641. X. Hu, G. Peng, D. Niu, J. Wang, Experimental study on bond properties between early-age concrete and deformed steel bars, Constr. Build. Mater., 236 (2020) 117593. https://doi.org/10.1016/j.conbuildmat.2019.117593 B. Lei, Bond behavior between recycled aggregate concrete and corroded steel rebars, Appl. Mech. Mater., 166-169 (2012) 1391-1394. http://dx.doi.org/10.4028/www.scientific.net/AMM.166-169.1391 S. Huaishuai, W. Zhiheng, Z. Peng, Z. Tiejun, F. Guoxi, R. Guosheng, Bond behavior of steel bar in air-entrained rcac in fresh water and sea water after fast freeze-thaw cycles, Cold Reg. Sci. Technol., 135 (2017) 90-96. https://doi.org/10.1016/j.coldregions.2016.11.005 Z. Li, Z. Deng, H. Yang, H. Wang, Bond behavior between recycled aggregate concrete and deformed rebar after freeze-thaw damage, Constr. Build. Mater., 250 (2020) 118805. https://doi.org/10.1016/j.conbuildmat.2020.118805 I. Fernandez, M. Etxeberria, A. R. Marí, Ultimate bond strength assessment of uncorroded and corroded reinforced recycled aggregate concretes, Constr. Build. Mater., 111 (2016) 543-555. https://doi.org/10.1016/j.conbuildmat.2016.02.150 F. Li, Y. Yuan, Effects of corrosion on bond behavior between steel strand and concrete, Constr. Build. Mater., 38 (2013) 413-422. https://doi.org/10.1016/j.conbuildmat.2012.08.008 S. Huai-shuai, Z. Tie-jun, C. Wei-qun, Bond behavior between steel bar and recycled aggregate concrete after freeze-thaw cycles, Cold Reg. Sci. Technol., 118 (2015) 38-44. http://dx.doi.org/10.1016/j.coldregions.2015.06.008 T. Su, T. Wang, C. Wang, H. Yi, The influence of salt-frost cycles on the bond behavior distribution between rebar and recycled coarse aggregate concrete, J. Build. Eng. , 45 (2022) 103568. https://doi.org/10.1016/j.jobe.2021.103568 W. Zhuo-Han, L. Lei, Z. Yi-Xin, W. Wen-Tao, Bond-slip model considering freeze-thaw damage effect of concrete and its application, Eng. Struct., 201 (2019) 109831. http://dx.doi.org/10.1016/j.engstruct.2019.109831 S. Huai-Shuai , S. Yu-Pu ,Q. Li-Kun , Experimental study on strength and deformation of plain concrete under triaxial compression after freeze-thaw cycles, Build. Envir., 43 (2008) 1197-1204. http://dx.doi.org/10.1016/j.buildenv.2006.08.027 H. Shang, Y. Song, J. Ou, Behavior of air-entrained concrete after freeze-thaw cycles, Acta Mech. Solida Sin., 22 (2009) 261-266. http://dx.doi.org/10.1016/S0894-9166(09)60273-1 T. Su, J. Wu, G. Yang, Z. Zou, Bond behavior between recycled coarse aggregate concrete and steel bar after salt-frost cycles, Constr. Build. Mater., 226 (2019) 673-685. http://dx.doi.org/10.1016/j.conbuildmat.2019.07.301 T. Su, J. Wu, Z. Zou, J. Yuan, Bond performance of steel bar in rac under salt-frost and repeated loading, J. Mater. Civ. Eng., 32 (2020) 04020261. http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0003303 S. I. Ahmad, H. Hamoudi, A. A. Abdala, Z. K. Ghouri, Graphene-reinforced bulk metal matrix composites: synthesis, microstructure, and properties, Rev. Adv. Mater. Sci., 59 (2020) 67-114. http://dx.doi.org/10.1515/rams-2020-0007 Y. Liu, M. Jia, C. Song, S. Lu, Enhancing ultra-early strength of sulphoaluminate cement-based materials by incorporating graphene oxide, Rev. Adv. Mater. Sci., 9 (2020) 17-27. http://dx.doi.org/10.1515/ntrev-2020-0002 D. Gao, L. Zhang, M. Nokken, Compressive behavior of steel fiber reinforced recycled coarse aggregate concrete designed with equivalent cubic compressive strength, Constr. Build. Mater., 141 (2017) 235-244. https://doi.org/10.1016/j.conbuildmat.2017.02.136 R. B. Ramesh, O. Mirza, K. Won-Hee, Mechanical properties of steel fiber reinforced recycled aggregate concrete, Struct. Concr., 20 (2019) 745-755. https://doi.org/10.1002/suco.201800156 M. Ahmadi, S. Farzin, A. Hassani, M. Motamedi, Mechanical properties of the concrete containing recycled fibers and aggregates, Constr. Build. Mater., 144 (2017) 392-398, https://doi.org/10.1016/j.conbuildmat.2017.03.215 W. Xiao-hua, Z. She-rong, C. Wang, C. Ke-lei, W. Pei-yong, W. Jia-xin, Effect of steel fibers on the compressive and splitting-tensile behaviors of cellular concrete with millimeter-size pores, Constr. Build. Mater., 221 (2019) 60-73. https://doi.org/10.1016/j.conbuildmat.2019.06.069

Highlights

An in-depth analysis of the bond properties of steel bars in recycled coarse aggregate concrete is presented. The systematic review examines scientific articles from 2000 to 2023 for comprehensive data analysis. The relationship between recycled aggregate percentage and bond strength is now better understood.

DOI

10.30684/etj.2024.152963.1805

First Page

308

Last Page

325

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