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Mater., 353, 10.1016\u002Fj.conbuildmat.2022.129120\nXiao, Jianzhuang, Li, Jiabin, Sun, Zhenping, Hao, Xuanming, Study on compressive strength of recycled aggregate concrete, Journal of Tongji University (Natural Science) (12) (2004) 1558-1561, 10.3321\u002Fj.issn:0253-374X.2004.12.002.\nEvangelista, 2007, Mechanical behaviour of concrete made with fine recycled concrete aggregates, Cement and Concrete Composites., 29, 397, 10.1016\u002Fj.cemconcomp.2006.12.004\nBai, Guoliang, Qin, Chaogang, Zhang, Yu, Liu, Chao, Han, Yuyan, Time-dependent calculation method for the long-term deformation of recycled aggregate concrete beams, China Civil Engineering Journal. 49 (12) (2016) 1-8, 10.15951\u002Fj.tmgcxb.2016.12.001.\nZhang, 2022, Experimental study and prediction model for non-uniform shrinkage of recycled aggregate concrete in composite slabs, Constr. Build. Mater., 329, 10.1016\u002Fj.conbuildmat.2022.127142\nZhang, H., Xiao, J., Tang, Y., Duan, Z., C. S., P., Long-term shrinkage and mechanical properties of fully recycled aggregate concrete: Testing and modelling, Cement Concrete Comp. (130-) (2022) 130, 10.1016\u002Fj.cemconcomp.2022.104527.\nXiao, 2022, Effects of recycled aggregate combinations and recycled powder contents on fracture behavior of fully recycled aggregate concrete, J. Clean. Prod., 366, 10.1016\u002Fj.jclepro.2022.132895\nLiu, 2021, Experimental on repair performance and complete stress-strain curve of self-healing recycled concrete under uniaxial loading, Constr. Build. Mater., 285, 10.1016\u002Fj.conbuildmat.2021.122900\nYin, 2020, Study on the effect of aggregate distribution on mechanical properties and damage cracks of concrete based on multifractal theory, Constr. Build. Mater., 262, 10.1016\u002Fj.conbuildmat.2020.120086\nRao, 2022, Experimental research on mechanical properties and compression constitutive relationship of PVA fiber-reinforced coral concrete, Materials, 10.3390\u002Fma15051762\nLou, Yafei, Zou, Tao, Yang, Jie, Jiang, Tao, Zhang, Qingfang, Hong, Hexuan, A Simplified Uniaxial Stress-strain Curve of Concrete and Its Application in Numerical Simulation, E3S Web Conf. 283 (2021).\nBai, 2020, An evaluation of the recycled aggregate characteristics and the recycled aggregate concrete mechanical properties, Constr. Build. Mater., 240, 10.1016\u002Fj.conbuildmat.2019.117978\nLi, 2021, Stress–strain relationship analysis of recycled aggregate concrete based on orthogonal analysis, Emerg. Mater. Res., 1, 10\nKazmi, 2019, Influence of different treatment methods on the mechanical behavior of recycled aggregate concrete: A comparative study, Cement Concr. Comp., 104, 10.1016\u002Fj.cemconcomp.2019.103398\nXiao, 2007, Experimental investigation on complete stress-strain curve of recycled concrete under uniaxial loading, J. Tongji Univ. (Nat. Sci.), 11, 1445\nXie, 2018, Analysis of the stress-strain full curve of recycled concrete under uniaxial compression, China Concr. Cement Products, 95\nWang, 2010, Experimental investigation on complete stress-strain curve of recycled concrete under uniaxial loading, J. Tongji Univ., 16, 175\nWu, 2009, Experimental research on deformation properties and strese-strain curve of C30 recycled concrete, Concrete, 12, 21\nChen, 2013, Basic mechanical properties test and stress-strain constitutive relations of recycled coarse aggregate concrete, J. Build. Mater., 16, 24\nTan, 2019, Research on the constitutive relation and damage model of recycled concrete under uniaxial compression, Beijing Univ. Civil Eng. Architect., 80\nWang, 2018, 154\nDeng, 2008, Experimental study on the stress-strain curve of recycled concrete, Concrete, 11, 22\nCao, 2016, Experimental study on stress-strain constitutive relationship of high strength recycled concrete, J. Nat. Disasters, 25, 167\nTang, 2022, Xiao, Jianzhuang, Zhang, Hanghua, Duan, Zhenhua, Xia, Bing, Mechanical properties and uniaxial compressive stress-strain behavior of fully recycled aggregate concrete, Constr. Build. Mater., 323, 10.1016\u002Fj.conbuildmat.2022.126546\nMinistry Of Construction Of The People'S Republic Of China, Code for design of concrete structure, in: GB 50010-2010, China Architecture & Building press, Beijing, 2010, p.\nMinistry Of Construction Of The People'S Republic Of China, Recycled coarse aggregate for concrete, in: GBT25177-2010, China Architecture & Building press, Beijing, 2010, p.\nDu, Ting, Experimental study on microstructure and performance of high performance recycled concrete, in: Huazhong University of Science and Technology, 2006, p. 126.\nMinistry Of Construction Of The People'S Republic Of China, Specification for mix proportions of ordinary concrete, in: JGJ55-2011, China Architecture & Building press, Beijing, 2009, p.\nChen, 2013, Basic mechanical properties and microstructural analysis of recycled concrete, J. Wuhan Univ. Technol. (Materi. Sci. 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Compos., 32, 142, 10.1016\u002Fj.cemconcomp.2009.11.003\nEfnarc, 2002, 34\nASTM, C., Standard Test Methods for Chemical Resistance of Mortars, Grouts, and Monolithic Surfacing and Polymer Concretes. 2012.\nHuseien, 2018, Waste ceramic powder incorporated alkali activated mortars exposed to elevated temperatures: performance evaluation, Constr. Build. Mater., 187, 307, 10.1016\u002Fj.conbuildmat.2018.07.226\nSugama, 2005, Acid-resistant cements for geothermal wells: sodium silicate activated slag\u002Ffly ash blends, Adv. Cem. Res., 17, 65, 10.1680\u002Fadcr.2005.17.2.65\nAlanazi, 2019, Effect of slag, silica fume, and metakaolin on properties and performance of alkali-activated fly ash cured at ambient temperature, Constr. Build. Mater., 197, 747, 10.1016\u002Fj.conbuildmat.2018.11.172\nHuseien, 2018, Effects of POFA replaced with FA on durability properties of GBFS included alkali activated mortars, Constr. Build. Mater., 175, 174, 10.1016\u002Fj.conbuildmat.2018.04.166\nKumar, 2010, Influence of granulated blast furnace slag on the reaction, structure and properties of fly ash based geopolymer, J. Mater. Sci., 45, 607, 10.1007\u002Fs10853-009-3934-5\nPuertas, 2000, Alkali-activated fly ash\u002Fslag cements: strength behaviour and hydration products, Cem. Concr. Res., 30, 1625, 10.1016\u002FS0008-8846(00)00298-2\nMozgawa, 2009, Spectroscopic studies of alkaline activated slag geopolymers, J. Mol. Struct., 924, 434, 10.1016\u002Fj.molstruc.2008.12.026\nRavikumar, 2010, Structure and strength of NaOH activated concretes containing fly ash or GGBFS as the sole binder, Cem. Concr. Compos., 32, 399, 10.1016\u002Fj.cemconcomp.2010.03.007\nIsmail, 2014, Modification of phase evolution in alkali-activated blast furnace slag by the incorporation of fly ash, Cem. Concr. 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2002, Influence of aggregate type on mechanical behaviour of normal and high-strength concretes, ACI Mater J, 99, 528\nGoble, 1999, Influence of aggregate surface area on mechanical properties of mortar, ACI Mater J, 96, 657\nNeville, 1993\nAïtcin, 1990, Effect of coarse aggregate characteristics on mechanical properties of high-strength concrete, ACI Mater J, 87, 103\nCetin, 1998, High-performance concrete: influence of coarse aggregates on mechanical properties, ACI Mater J, 95, 252\nZhou, 1995, Effect of coarse aggregate on elastic modulus and compressive strength of high-performance concrete, Cem Concr Res, 25, 177, 10.1016\u002F0008-8846(94)00125-I\nNemati, 1998, Analysis of compressive stress-induced cracks in concrete, ACI Mater J, 95, 617\nDe Larrard, 1997, The influence of aggregate on the compressive strength of normal and high-strength concrete, ACI Mater J, 94, 417\nÖzturan, 1997, Effect of coarse aggregate type on mechanical properties of concrete with different strengths, Cem Concr Res, 27, 165, 10.1016\u002FS0008-8846(97)00006-9\nDenis, 2002, Effect of coarse aggregate on the workability of sandcrete, Cem Concr Res, 32, 701, 10.1016\u002FS0008-8846(01)00746-3\nGiaccio, 1992, High-strength concretes incorporating different coarse aggregates, ACI Mater J, 89, 242\nSahin, 2003, The effect of different cement dosages, slumps and pumice aggregate ratios on the compressive strength and densities of concrete, Cem Concr Res, 33, 1245, 10.1016\u002FS0008-8846(03)00048-6\nDonza, 2002, High-strength concrete with different fine aggregate, Cem Concr Res, 32, 1755, 10.1016\u002FS0008-8846(02)00860-8\nAlexander, 1995, Influence of cement blend and aggregate type on stress–strain behavior and elastic modulus of concrete, ACI Mater J, 92, 227\nÇelik, 1996, Effects of crushed stone dust on some properties of concrete, Cem Concr Res, 26, 1121, 10.1016\u002F0008-8846(96)00078-6\nStock, 1979, The effect of aggregate concentration upon the strength and modulus of elasticity of concrete, Mag Concr Res, 31, 225, 10.1680\u002Fmacr.1979.31.109.225\nWu, 2002, The influence of RPCA on the strength and fracture toughness of HPC, Cem Concr Res, 32, 351, 10.1016\u002FS0008-8846(01)00681-0\nSaizonau, 1975, Caractéristiques morphologiques et mécaniques des quelques granulats légers de structures produits en France, Rev Matér Constr, 696, 245\nZitouni S. Influence de caractéristiques des graviers sur la qualité du béton, Thèse de Magister (in French), Université de Msila; 1995.\nZitouni S. Influence des propriétés des gros granulats sur la résistance en compression du béton (in French), 1er séminaire sur l’utilisation des matériaux locaux dans le béton, Université de Msila; 1996.\nHsu, 1999, Effect of addition time of a superplasticizer on cement adsorption and on concrete workability, Cem Concr Compos, 21, 425, 10.1016\u002FS0958-9465(99)00030-X\nBaalbaki, 1992, On prediction modulus of elasticity in high-strength concrete, ACI Mater J, 89, 517\nMesbah, 2002, Determination of elastic properties of high-performance concrete at early ages, ACI Mater J, 99, 37\nACI Committee. 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1955, Hypo-elasticity, J Rational Mech Anal, 4, 83\nBathe, 1979, On three-dimensional nonlinear analysis of concrete structures, Nucl Eng Des, 52, 385, 10.1016\u002F0029-5493(79)90029-3\nBazant, 1980, Rough cracks in reinforced concrete, J Struct Div, ASCE, 106, 813\nWalraven, 1981, Theory and experiments on the mechanical behaviour of cracks in plain and reinforced concrete subjected to shear loading, Heron, 26, N01A\nBazant ZP. Crack band propagation and stress–strain relations for fracture process zone in geomaterials. International Symposium on Numerical Models in Geomechanics, Zurich, 13–17 September 1982. p. 189–97\nBazant, 1983, Crack theory for fracture of concrete, Materiaux et Constructions, 16, 155, 10.1007\u002FBF02486267\nBazant, 1984, Size effect in blunt fracture: concrete, rock, metal, J Eng Mech, 110, 518, 10.1061\u002F(ASCE)0733-9399(1984)110:4(518)\nBazant, 1984, Crack shear in concrete: crack band microplane model, J Struct Eng, ASCE, 110, 2015, 10.1061\u002F(ASCE)0733-9445(1984)110:9(2015)\nHillerborg, 1985, The theoretical basis of a method to determine the fracture energy GF of concrete, Materiaux et Constructions, 18, 291\nRILEM, 50-FMC Committee Fracture Mechanics of Concrete, Determination of the fracture energy of mortar and concrete by means of three-point Bend tests on notched beams. Materiaux et Constructions 1985;18(106):286–90\nHillerborg, 1985, Results of three comparative test series for determining the fracture energy GF of concrete, Materiaux et Constructions, 18, 407\nGopalaratnam, 1985, Softening response of plain concrete in direct tension, J ACI, 82, 310\nBazant, 1986, Shear fracture test of concrete, Materiaux et Constructions, 19, 111\nCornelissen, 1986, Fracture mechanics and structural aspects of concrete, Heron, 31, 45\nBazant, 1986, Mechanics of distributed cracking, Mech Rev, 39, 675, 10.1115\u002F1.3143724\nValente G. Size effect on measured fracture energy of concrete in three point bend tests on notched beams. Fourteenth International Conference on Numerical Methods on Fracture Mechanics, S. Antonio, Texas, USA, Marzo, 1987\nBazant ZP, Pijaudier-Cabot G. Modeling of distributed damage by nonlocal continuum with local strain. Fourteenth International Conference on Numerical Methods on Fracture Mechanics, S. Antonio, Texas, USA, Marzo, 1987\nBazant, 1987, Determination of fracture energy from size effect and brittleness number, ACI Mater J, December, 463\nBazant, 1988, Nonlocal smeared cracking model for concrete fracture, J Struct Eng ASCE, 114, 2493, 10.1061\u002F(ASCE)0733-9445(1988)114:11(2493)\nGambarova, 1990, Smeared crack analysis for fracture and aggregate interlock in concrete, Eng Fract Mech, 35, 651, 10.1016\u002F0013-7944(90)90148-A\nValente G. Modelling of crack shear in concrete. Proceedings of EURO-C, Innsbruck, 1994\nValente G. 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Condens. Matter, 27, 1, 10.1088\u002F0953-8984\u002F27\u002F8\u002F083002\nZhang, 2008, Fracture behaviors of in situ silica nanoparticle-filled epoxy at different temperatures, Polymer, 49, 3816, 10.1016\u002Fj.polymer.2008.06.040\nWana, 2014, Grafting of epoxy chains onto graphene oxide for epoxy composites with improved mechanical and thermal properties, Carbon, 69, 46\nMansfeld, 1991, Determination of coating deterioration with EIS: I. Basic relationships, Corrosion, 47, 958, 10.5006\u002F1.3585209\nXia, 2012, Trans. Tianjin Univ., Fast evaluation of degradation degree of organic coatings by analyzing electrochemical impedance spectroscopy data, Trans. Tianjin Univ., 18, 15, 10.1007\u002Fs12209-012-1752-3\nSekine, 1992, Estimation and prediction of degradation of coating films by frequency at maximum phase angle, J. Coat. Technol., 64, 45\nMahdavian, 2006, Another approach in analysis of paint coatings with EIS measurement: phase angle at high frequencies, Corros. 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