Corrosion-induced cracking time in recycled aggregate concrete (RAC)
Article Sidebar
Main Article Content
Abstract
The objective of this research was to determine the influence of using recycled concrete aggregates (RCA) on the time for corrosion-induced cracking. Three levels of replacement by recycled aggregates were adopted, i.e., 0%, 50% and 100% by volume. Corrosion of reinforcement was accelerated using DC current. The compressive and tensile strengths were also investigated. The results showed that the reinforcement mass losses of the RCA were 2.5% and 2.4% higher than those of the NAC for 50% and 100% replacement, respectively. The corrosion-induced cracking times of the RAC were 5.6% and 8.6% longer than those of the NAC for 50% and 100% replacement, respectively. Additionally, the Maaddawy’s and Modified Maaddawy’s models were found to be acceptable for predicting concrete cover cracking time.
Article Details
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
References
Thomas J, Thaickavil NN, Wilson PM. Strength and durability of concrete containing recycled concrete aggregates. J Build Eng. 2018;19:349-65.
Somna R, Jaturapitakkul C, Amde AM. Effect of ground fly ash and ground bagasse ash on the durability of recycled aggregate concrete. Cem Concr Comp. 2012;34(7):848-54.
Chua T, Sachakamol P, Phusavat K. A commercial feasibility study on recycled concrete aggregate (RCA) in Bangkok dealing with random parameters. Eng J. 2017;21(3):133-55.
Prasittisopin L, Hirunlabh J, Sereewatthanawut I. Life cycle assessment of solid pavement system of recycle concrete aggregate in Thailand. The 6th International Conference on Sustainable Energy and Green Architecture Smart Buildings and Eco Innovation; 2017 Aug 30-31; Bangkok, Thailand. p. 1-4.
Xiao J, Lu D, Ying J. Durability of recycled aggregate concrete: an overview. J Adv Concr Technol. 2013;11(12):347-59.
Silva RV, Brito Jd, Neves R, Dhir R. Prediction of chloride ion penetration of recycled aggregate concrete. Mater Res. 2015;18(2):427-40.
Richard EW. Service life model for concrete structures in chloride laden environments. Mater J. 1998;95(4):445-53.
Paewchompoo N, Yodsudjai W. Concrete cover cracking time due to reinforcement corrosion in SFRC based on Mathematical Models. 8th Regional Symposium on Infrastructure Development in Civil Engineering; 2018 Oct 25-26; Quezon City, Philippines.
Bazant ZP. Physical model for steel corrosion in concrete sea structures-application. J Struct Div. 1979;105:1155-66.
Liu T, Weyers RW. Modeling the dynamic corrosion process in chloride contaminated concrete structures. Cem Concr Res. 1998;28(3):365-79.
Pantazopoulou SJ, Papoulia KD. Modeling cover-cracking due to reinforcement corrosion in RC structures. J Eng Mech. 2001;127(4):342-51.
El Maaddawy T, Soudki K. A model for prediction of time from corrosion initiation to corrosion cracking. Cem Concr. Comp. 2007;29(3):168-75.
Lu C, Jin W, Liu R. Reinforcement corrosion-induced cover cracking and its time prediction for reinforced concrete structures. Corros Sci. 2011;53(4):1337-47.
Reale T, O’Connor A. A review and comparative analysis of corrosion-induced time to first crack models. Constr Build Mater. 2012;36:475-83.
Alonso C, Andradel C, Rodriguez J, Diez JM. Factors controlling cracking of concrete affected by reinforcement corrosion. Mater Struct. 1998;31:435-41.
Al-Harthy AS, Stewart MG, Mullard J. Concrete cover cracking caused by steel reinforcement corrosion. Mag Concr Res. 2011;63(9):655-67.
Poon CS, Shui ZH, Lam L. Effect of microstructure of ITZ on compressive strength of concrete prepared with recycled aggregates. Constr Build Mater. 2004;18(6):461-8.
Xiao J, Ying J, Shen L. FEM simulation of chloride diffusion in modeled recycled aggregate concrete. Constr Build Mater. 2012;29:12-23.
Ma Z, Tang Q, Yang D, Ba G. Durability studies on the recycled aggregate concrete in china over the past decade: a review. Adv Civ Eng. 2019;2019:1-19.
Vu K, Stewart MG, Mullard J. Corrosion-induced cracking: experimental data and predictive models. ACI Struct J. 2005;102(5):719-26.
Shaikh FUA, Mihashi H, Kobayakawa A. Corrosion durability of reinforcing steel in cracked high-performance fiber-reinforced cementitious composite beams. J Mater Civil Eng. 2015;27(5):4014228.
Xu SH, Qiu B. Experimental study on fatigue behavior of corroded steel. Mater Sci Eng. 2013;584:163-9.
Sri Ravindrarajah R, Tam CT. Properties of concrete made with crushed concrete as coarse aggregate. Mag Concr Res. 1985;37(130):29-38.
Li W, Xiao J, Sun Z, Kawashima S, Shah SP. Interfacial transition zones in recycled aggregate concrete with different mixing approaches. Constr Build Mater. 2012;35:1045-55.
Zhu P, Hao Y, Liu H, Wei D, Liu S, Gu L. Durability evaluation of three generations of 100% repeatedly recycled coarse aggregate concrete. Constr Build Mater. 2019;210:442-50.
Dimitriou G, Savva P, Petrou MF. Enhancing mechanical and durability properties of recycled aggregate concrete. Constr Build Mater. 2018;158:228-35.
Zhao Y, Dong J, Wu Y, Wang H, Li X, Xu Q. Steel corrosion and corrosion-induced cracking in recycled aggregate concrete. Corros Sci. 2014;85:241-50.
Zhao Y, Dong J, Ding H, Jin W. Shape of corrosion-induced cracks in recycled aggregate concrete. Corros Sci. 2015;98:310-7.
Fernandez I, Etxeberria M, Marí AR. Ultimate bond strength assessment of uncorroded and corroded reinforced recycled aggregate concretes. Constr Build Mater. 2016;111:543-55.
Liang C, Ma H, Pan Y, Ma Z, Duan Z, He Z. Chloride permeability and the caused steel corrosion in the concrete with carbonated recycled aggregate. Constr Build Mater. 2019;218:506-18.
Olorunsogoa FT, Padayachee N. Performance of recycled aggregate concrete monitored by durability indexes. Cem Concr Res. 2002;32:179-85.
Otsuki N, Miyazato SI, Yodsudjai W. Influence of recycled aggregate on interfacial transition zone, strength, chloride penetration and carbonation of concrete. J Mater Civil Eng. 2003;15(5):443-51.
Dodds W, Christodoulou C, Goodier C, Austin S, Dunne D. Durability performance of sustainable structural concrete: Effect of coarse crushed concrete aggregate on rapid chloride migration and accelerated corrosion. Constr. Build Mater. 2017;155:511-21.
Bhargava K, Ghosh AK, Mori Y, Ramanujam S. Modeling of time to corrosion-induced cover cracking in reinforced concrete structures. Cem Concr Res. 2005;35(11):2203-18.
ACI 318-11. Building code requirements for structural concrete and commentary, PCA notes on ACI 318-11: with design applications. Farmington Hills (Mich): ACI International; 2011.
Li CQ, Yang ST. Prediction of concrete crack width under combined reinforcement corrosion and applied load. J Eng Mech. 2011;137(11):722-31.
Jayasuriya A, Pheeraphan T. Statistical inference on time to crack reinforced concrete from corrosion initiation based on mathematical models. Modulus. 2018;28(1):18-27.
Cao C, Cheung MMS, Chan BYB. Modelling of interaction between corrosion-induced concrete cover crack and steel corrosion rate. Corros Sci. 2013;69:97-109.
Michel A, Otieno M, Stang H, Geiker MR. Propagation of steel corrosion in concrete: Experimental and numerical investigations. Cem Concr Comp. 2016;70:171-82.
El Maaddawy TA, Soudki KA. Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete. J Mater Civil Eng. 2003;15(1):41-7.
Cui Z, Alipour A. Concrete cover cracking and service life prediction of reinforced concrete structures in corrosive environments. Constr Build Mater. 2018;159:652-71.