Assessment of effects of ASR-induced cracking on direct shear strength of recycled concrete
DOI:
https://doi.org/10.3989/mc.2022.17621Keywords:
Alkali-silica reaction (ASR), Direct shear test, Microscopic assessment, Damage rating index (DRI), Recycled concrete aggregate (RCA)Abstract
Recycled concrete aggregates (RCA) have been adopted as one of the most efficient methods to reduce the carbon footprint of the concrete industry. However, the performance of recycled concrete mixtures made of Alkali-silica reaction (ASR)-affected RCA is primarily unknown. In this work, two types of RCA were produced from ASR-affected concrete with distinct levels of deterioration (i.e., slight and severe). Three levels of secondary damage (i.e., expansion levels of 0.05%, 0.12%, and 0.20%) were selected and evaluated through the direct shear test. Results revealed that RCA concrete’s shear strength depends on the severity of the RCA’s past deterioration. Moreover, the performance of the concrete specimens subjected to direct shear are in accordance with the cracks features formed in the microstructure of the recycled concrete as a function of ASR-induced secondary expansion observed through the damage rating index (DRI).
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International Energy Agency (2018) Cement technology roadmap plots path to cutting CO2 emissions 24% by 2050 - News - IEA. Iea [April], 1-3.
Abbas, A.; Fathifazl, G.; Isgor, O.B.; Razaqpur, A.G.; Fournier, B.; Foo, S. (2009) Durability of recycled aggregate concrete designed with equivalent mortar volume method. Cem. Concr. Comp. 31 [8], 555-563. https://doi.org/10.1016/j.cemconcomp.2009.02.012
Fathifazl, G.; Abbas, A.; Razaqpur, A.G.; Isgor, O.B.; Fournier, B.; Foo, S. (2009) New mixture proportioning method for concrete made with coarse recycled concrete aggregate. J. Mater. Civ. Eng. 21 [10], 601-611. https://doi.org/10.1061/(ASCE)0899-1561(2009)21:10(601)
Hayles, M.; Sanchez, L.F.M.; Noël, M. (2018) Eco-efficient low cement recycled concrete aggregate mixtures for structural applications. Constr. Build. Mater. 169, 724-732. https://doi.org/10.1016/j.conbuildmat.2018.02.127
Ahimoghadam, F.; Sanchez, L.F.M.; de Souza, D.J.; Andrade, G.P.; Noël, M.; Demers, A. (2020) Influence of the recycled concrete aggregate features on the behavior of eco-efficient mixtures. J. Mater. Civ. Eng. 32 [9], 04020252. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003323
Trottier, C.; Zahedi, A.; Ziapour, R.; Sanchez, L.; Locati, F. (2021) Microscopic assessment of recycled concrete aggregate (RCA) mixtures affected by alkali-silica reaction (ASR). Constr. Build. Mater. 269, 121250. https://doi.org/10.1016/j.conbuildmat.2020.121250
Trottier, C.; Ziapour, R.; Zahedi, A.; Sanchez, L.; Locati, F. (2021) Microscopic characterization of alkali-silica reaction (ASR) affected recycled concrete mixtures induced by reactive coarse and fine aggregates. Cem. Concr. Res. 144, 106426. https://doi.org/10.1016/j.cemconres.2021.106426
Zhu, Y.; Zahedi, A.; Sanchez, L.F.M.; Fournier, B.; Beauchemin, S. (2021) Overall assessment of alkali-silica reaction affected recycled concrete aggregate mixtures derived from construction and demolition waste. Cem. Concr. Res. 142, 106350. https://doi.org/10.1016/j.cemconres.2020.106350
Sims, I.; Poole, A.B. (2017) Alkali-aggregate reaction in concrete: A world review. Taylor and Francis, London (2017).
Sanchez, L.F.M.; Fournier, B.; Jolin, M.; Duchesne, J. (2015) Reliable quantification of AAR damage through assessment of the Damage Rating Index (DRI). Cem. Concr. Res. 67, 74-92. https://doi.org/10.1016/j.cemconres.2014.08.002
Sanchez, L.F.M.; Drimalas, T.; Fournier, B.; Mitchell, D.; Bastien, J. (2018) Comprehensive damage assessment in concrete affected by different internal swelling reaction (ISR) mechanisms. Cem. Concr. Res. 107, 284-303. https://doi.org/10.1016/j.cemconres.2018.02.017
Barreto Santos, M.; de Brito, J.; Santos Silva, A.; Hawreen, A. (2020) Effect of the source concrete with ASR degradation on the mechanical and physical properties of coarse recycled aggregate. Cem. Concr. Comp. 111, 103621. https://doi.org/10.1016/j.cemconcomp.2020.103621
Peng, Z.; Shi, C.; Shi, Z.; Lu, B.; Wan, S.; Zhang, Z.; Chang, J.; Zhang, T. (2020) Alkali-aggregate reaction in recycled aggregate concrete. J. Clean. Prod. 255, 120238. https://doi.org/10.1016/j.jclepro.2020.120238
Shehata, M.H.; Christidis, C.; Mikhaiel, W.; Rogers, C.; Lachemi, M. (2010) Reactivity of reclaimed concrete aggregate produced from concrete affected by alkali-silica reaction. Cem. Concr. Res. 40 [4], 575-582. https://doi.org/10.1016/j.cemconres.2009.08.008
Ideker, J.H.; Adams, M.P.; Tanner, J.; Jones, A. (2013) Durability assessment of recycled concrete aggregates for use in new concrete: Phase I-Revised. TREC Final Reports. https://doi.org/10.15760/trec.15
Johnson, R.; Shehata, M.H. (2016) The efficacy of accelerated test methods to evaluate alkali silica reactivity of recycled concrete aggregates. Constr. Build. Mater. 112, 518-528. https://doi.org/10.1016/j.conbuildmat.2016.02.155
Mukhopadhyay, A.K.; Geiger, B.J.; Button, J. (2010) Use of alkali-silica reaction-affected recycled concrete aggregate in hot-mix asphalt. Transp. Res. Rec. 2179, 1-9. https://doi.org/10.3141/2179-01
Li, X.; Gress, D.L. (2006) Mitigating alkali-silica reaction in concrete containing recycled concrete aggregate. Transp. Res. Rec. 1979, 30-35. https://doi.org/10.1177/0361198106197900105
Grattan-Bellew, P.E. (1995) Laboratory evaluation of alkali-silica reaction in concrete from Saunders generating station. ACI Mater. J. 92 [2], 126-134. https://doi.org/10.14359/9763
Villeneuve, V.; Fournier, B.; Duchesne, J. (2012) Determination of the damage in concrete affected by ASR- the damage rating index (DRI). Proceedings of the 14th ICAAR, Austin, TX.
Sanchez, L.F.M.; Fournier, B.; Jolin, M.; Bedoya, M.A.B.; Bastien, J.; Duchesne, J. (2016) Use of Damage Rating Index to quantify alkali-silica reaction damage in concrete: Fine versus coarse aggregate. ACI Mater. J. 113 [4], 395-407. https://doi.org/10.14359/51688983
Haskett, M.; Oehlers, D.J.; Mohamed Ali, M.S.; Sharma, S.K. (2011) Evaluating the shear-friction resistance across sliding planes in concrete. Eng. Struct. 33 [4], 1357-1364. https://doi.org/10.1016/j.engstruct.2011.01.013
Concrete design handbook (1985). Canadian Portland Cement Association, Canada (1985).
Barr, B.I.G.; Hasso, E.B.D.; Liu, K. (1985) Shear strength of FRC materials. Comp. 16 [4], 326-334. https://doi.org/10.1016/0010-4361(85)90285-X
Gao, H.; Zhiqiang, W.; Chengshou, Y.; Aihua, Z. (1979) An investigation on the brittle fracture of KI-KII composite mode crack. Acta Metall. Sin. 15 [3], 380-391.
Barr, B.; Hasso, E.B.D. (1986) Development of a compact cylindrical shear test specimen. J. Mater. Sci. Lett. 5, 1305-1308. https://doi.org/10.1007/BF01729401
de Souza, D.J.; Sanchez, L.F.M.; de Grazia, M.T. (2019) Evaluation of a direct shear test setup to quantify AAR-induced expansion and damage in concrete. Constr. Build. Mater. 229, 116806. https://doi.org/10.1016/j.conbuildmat.2019.116806
ASTM C1293 - 20a standard test method for determination of length change of concrete due to alkali-silica reaction.
Abbas, A.; Fathifazl, G.; Burkan Isgor, O.; Razaqpur, A.G.; Fournier, B.; Foo, S. (2008) Proposed method for determining the residual mortar content of recycled concrete aggregates. J. ASTM Int. 5 [1], 1-12. https://doi.org/10.1520/JAI101087
McCarthy, M.J.; Csetenyi, L.J.; Halliday, J.E.; Dhir, R.K. (2015) Evaluating the effect of recycled aggregate on damaging AAR in concrete. Mag. Concr. Res. 67 [11], 598-610. https://doi.org/10.1680/macr.14.00260
Ziapour, R.; Trottier, C.; Sanchez, L. (2020) Assessment of AAR-induced expansion and damage through the direct shear test. Proceedings of the 16th ICAAR. LX, Portugal.
Rahal, K.N.; Al-Khaleefi, A.L. (2015) Shear-friction behavior of recycled and natural aggregate concrete-An experimental investigation. ACI Struc. J. 112 [6], 725-734. https://doi.org/10.14359/51687748
Hayles, M. (2018) Investigation into the mechanical properties and structural behaviour of recycled concrete members. [MSc Thesis] Civil Engineering Department, University of Ottawa, Ottawa (2018).
Tanaka, Y.; Kishi, T.; Maekawa, K. (2005) Experimental research on the structural mechanism of RC members containing artificial crack in shear. Doboku Gakkai Ronbunshu. [802], 109-122. https://doi.org/10.2208/jscej.2005.802_109
Pimanmas, A.; Maekawa, K. (2001) Shear failure of RC members subjected to pre-cracks and combined axial tension and shear. J. Materials. Conc. Struct. Pavem. 53 [690], 159-174 https://doi.org/10.2208/jscej.2001.690_159
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