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Mechanical behavior and constitutive relationship of the three types of recycled coarse aggregate concrete based on standard classification

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Abstract

To investigate the effect of classification of recycled coarse aggregate on the mechanical behaviors of recycled aggregate concrete (RAC), a total of 150 RAC testing blocks were designed based on the Chinese standard GB/T 25177-2010, taking recycled coarse aggregate and substitution ratio as factors in a series of tests, including cubic compression, prismatic compression, quadrate plate compression and elastic modulus. During the whole testing period, from initial compression to destruction, important characteristic parameters such as stress–strain curve, elastic modulus, peak stress, and peak strain were obtained. The effect of classification of recycled coarse aggregate on the destruction mechanism and mechanical performances of RAC is investigated and analyzed based on the test phenomenon, microscopic structure evolution, damage process,displacement ductility, energy dissipation ability, constitutive relationship, etc. It is understood from the test results that cubic compressive strength, prismatic compressive strength, elastic modulus and damage development speed all follow a tendency of Class I > Class II > Class III, while deformation ductility coefficient has a tendency of Class II > Class I > Class III. Moreover, damage constitutive relationship of RAC is brought forward showing that the theoretical approach can fully reflect the experimental results.

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Availability of data and material

The datasets obtained during the current study are not publicly available but are available from the corresponding author on reasonable request.

References

  1. 1.

    Luo L, De Schutter G (2008) Influence of corrosion inhibitors on concrete transport properties. Mater Struct 41(9):1571–1579

  2. 2.

    Ye G, Lura P, van Breugel K, Fraaij ALA (2004) Study on the development of the microstructure in cement-based materials by means of numerical simulation and ultrasonic pulse velocity measurement. Cem Concr Comp 26(5):491–497

  3. 3.

    Ye G (2005) Percolation of capillary pores in hardening cement pastes. Cem Concr Res 35(1):167–176

  4. 4.

    Ye G, Liu X, De Schutter G, Taerwe L, Vandevelde P (2007) Phase distribution and microstructural changes of self-compacting cement paste at elevated temperature. Cem Concr Res 37(6):978–987

  5. 5.

    Zhang W, Yan JB (2016) Fatigue properties of shear-peeling debonding between CFRP plates and concrete. Mag Concr Res 68(23):1210–1224

  6. 6.

    Zhang W (2016) Experimental study on shear-peeling bond strength between a CFRP plate and concrete. Mag Concr Res 68(11):568–580

  7. 7.

    Zhang W, Kanakubo T (2014) Local bond stress-slip relationship between carbon fiber-reinforced polymer plates and concrete under fatigue loading. ACI Struct J 111(4):955–965

  8. 8.

    De Schutter G (1999) Hydration and temperature development of concrete made with blast-furnace slag cement. Cem Concr Res 29(1):143–149

  9. 9.

    Ye G, Liu X, De Schutter G, Poppe AM, Taerwe L (2007) Influence of limestone powder used as filler in SCC on hydration and microstructure of cement pastes. Cem Concr Comp 29(2):94–102

  10. 10.

    De Schutter G, Luo L (2004) Effect of corrosion inhibiting admixtures on concrete properties. Constr Build Mater 18(7):483–489

  11. 11.

    Dils J, De Schutter G, Boel V (2012) Influence of mixing procedure and mixer type on fresh and hardened properties of concrete: a review. Mater Struct 45(11):1673–1683

  12. 12.

    Yang S, Lee H (2017) Freeze–thaw resistance and drying shrinkage of recycled aggregate concrete proportioned by the modified equivalent mortar volume method. Int J Concr Struct Mater 11(4):617–626

  13. 13.

    Seo TS, Lee MS (2015) Experimental study on tensile creep of coarse recycled aggregate concrete. Int J Concr Struct Mater 9(3):337–343

  14. 14.

    Yehia S, Helal K, Abusharkh A, Zaher A, Istaitiyeh H (2015) Strength and durability evaluation of recycled aggregate concrete. Int J Concr Struct Mater 9(2):219–239

  15. 15.

    Wardeh G, Ghorbel E, Gomart H (2015) Mix Design and properties of recycled aggregate concretes: applicability of Eurocode 2. Int J Concr Struct Mater 9(1):1–20

  16. 16.

    McNeil K, Kang THK (2013) Recycled concrete aggregates: a review. Int J Concr Struct Mater 7(1):61–69

  17. 17.

    Sriravindrarajah R, Wang NDH, Ervin LJW (2012) Mix design for pervious recycled aggregate concrete. Int J Concr Struct Mater 6(4):239–246

  18. 18.

    Ghanbari M, Abbasi AM, Ravanshadnia M (2018) Production of natural and recycled aggregates: the environmental impacts of energy consumption and CO2 emissions. J Mater Cycles Waste 20(2):810–822

  19. 19.

    Saca N, Dimache A, Radu LR, Iancu I (2017) Leaching behavior of some demolition wastes. J Mater Cycles Waste 19(2):623–630

  20. 20.

    Ataei H (2016) Experimental study of rubber tire aggregates effect on compressive and dynamic load-bearing properties of cylindrical concrete specimens. J Mater Cycles Waste 18(4):665–676

  21. 21.

    Casuccio M, Torrijos MC, Giaccio G, Zerbino R (2008) Failure mechanism of recycled aggregate concrete. Constr Build Mater 22(7):1500–1506

  22. 22.

    Rao MC, Bhattacharyya SK, Barai SV (2011) Influence of field recycled coarse aggregate on properties of concrete. Mater Struct 44(1):205–220

  23. 23.

    Yang JA, Du QA, Bao YW (2011) Concrete with recycled concrete aggregate and crushed clay bricks. Constr Build Mater 25(4):1935–1945

  24. 24.

    Tabsh SW, Abdelfatah AS (2009) Influence of recycled concrete aggregates on strength properties of concrete. Constr Build Mater 23(2):1163–1167

  25. 25.

    Corinaldesi V (2010) Mechanical and elastic behaviour of concretes made of recycled-concrete coarse aggregates. Constr Build Mater 24(9):1616–1620

  26. 26.

    Rahal K (2007) Mechanical properties of concrete with recycled coarse aggregate. Build Environ 42(1):407–415

  27. 27.

    Xiao JZ, Li JB, Zhang C (2005) Mechanical properties of recycled aggregate concrete under uniaxial loading. Cem Concr Res 35(6):1187–1194

  28. 28.

    Otsuki N, Miyazato S, Yodsudjai W (2003) Influence of recycled aggregate on interfacial transition zone, strength, chloride penetration and carbonation of concrete. J Mater Civil Eng 15(5):443–451

  29. 29.

    Kou SC, Poon CS, Chan D (2007) Influence of fly ash as cement replacement on the properties of recycled aggregate concrete. J Mater Civil Eng 19(9):709–717

  30. 30.

    Ismail ZZ, Al-Hashmi EA (2009) Recycling of waste glass as a partial replacement for fine aggregate in concrete. Waste Manag 29(2):655–659

  31. 31.

    Ergun A (2011) Effects of the usage of diatomite and waste marble powder as partial replacement of cement on the mechanical properties of concrete. Constr Build Mater 25(2):806–812

  32. 32.

    Nassar RUD, Soroushian P (2012) Strength and durability of recycled aggregate concrete containing milled glass as partial replacement for cement. Constr Build Mater 29:368–377

  33. 33.

    Akbarnezhad A, Ong KCG, Tam CT, Zhang MH (2013) effects of the parent concrete properties and crushing procedure on the properties of coarse recycled concrete aggregates. J Mater Civil Eng 25(12):1795–1802

  34. 34.

    Li L, Xiao JZ, Poon CS (2016) Dynamic compressive behavior of recycled aggregate concrete. Mater Struct 49(11):4451–4462

  35. 35.

    Topcu IB (1997) Physical and mechanical properties of concretes produced with waste concrete. Cem Concr Res 27(12):1817–1823

  36. 36.

    Bairagi NK, Ravande K, Pareek VK (1993) Behavior of concrete with different proportions of natural and recycled aggregates. Resour Conserv Recycl 9(1–2):109–126

  37. 37.

    Sagoe-Crentsil KK, Brown T, Taylor AH (2001) Performance of concrete made with commercially produced coarse recycled concrete aggregate. Cem Concr Res 31(5):707–712

  38. 38.

    Deng ZH, Xiang P, Wan YF, Li YF (2005) The seismic response analysis of damper-control frame structure with podium. The 14th national academic conference on structural engineering 3, pp 171–174

  39. 39.

    Silva RV, Silva A, Neves R, de Brito J (2016) Statistical modeling of carbonation in concrete incorporating recycled aggregates. J Mater Civil Eng 28(1):04015082

  40. 40.

    de Brito J, Ferreira J, Pacheco J, Soares D, Guerreiro M (2016) Structural, material, mechanical and durability properties and behaviour of recycled aggregates concrete. J Build Eng 6:1–16

  41. 41.

    Garcia-Gonzalez J, Barroqueiro T, Evangelista L, de Brito J, De Belie N, Moran-del Pozo J et al (2017) Fracture energy of coarse recycled aggregate concrete using the wedge splitting test method: influence of water-reducing admixtures. Mater Struct 50(2):120

  42. 42.

    Liu Z, Cai CS, Peng H, Fan FH (2016) Experimental study of the geopolymeric recycled aggregate concrete. J Mater Civil Eng 28(9):04016077

  43. 43.

    Liu Z, Peng H, Cai CS (2015) Mesoscale analysis of stress distribution along ITZs in recycled concrete with variously shaped aggregates under uniaxial compression. J Mater Civil Eng 27(11):04015024

  44. 44.

    Xiang XY, Cai CS, Zhao RD, Peng H (2016) Numerical analysis of recycled aggregate concrete-filled steel tube stub columns. Adv Struct Eng 19(5):717–729

  45. 45.

    Xiao JZ, Li WG, Fan YH, Huang X (2012) An overview of study on recycled aggregate concrete in China (1996–2011). Constr Build Mater 31:364–383

  46. 46.

    Xiao JZ, Li WG, Poon CS (2012) Recent studies on mechanical properties of recycled aggregate concrete in China: a review. Sci China Technol Sci 55(6):1463–1480

  47. 47.

    Xiao JZ, Tawana M, Huang X (2012) Review of studies on structural performance of recycled aggregate concrete in China. Sci China Technol Sci 55(10):2727–2739

  48. 48.

    Xiao JZ, Li JB, Zhang C (2006) On relationships between the mechanical properties of recycled aggregate concrete: an overview. Mater Struct 39(6):655–664

  49. 49.

    Xiao JZ, Li WG, Sun ZH, Lange DA, Shah SP (2013) Properties of interfacial transition zones in recycled aggregate concrete tested by nanoindentation. Cem Concr Comp 37:276–292

  50. 50.

    Liang CF, Liu TJ, Xiao JZ, Zou DJ, Yang QW (2016) The damping property of recycled aggregate concrete. Constr Build Mater 102:834–842

  51. 51.

    Xiao JZ, Li WG, Corr DJ, Shah SP (2013) Effects of interfacial transition zones on the stress-strain behavior of modeled recycled aggregate concrete. Cem Concr Res 52:82–99

  52. 52.

    Kumar GS, Minocha AK (2018) Studies on thermo-chemical treatment of recycled concrete fine aggregates for use in concrete. J Mater Cycles Waste 20(1):469–480

  53. 53.

    Kim HS, Kim B, Kim KS, Kim JM (2017) Quality improvement of recycled aggregates using the acid treatment method and the strength characteristics of the resulting mortar. J Mater Cycles Waste 19(2):968–976

  54. 54.

    Li T, Xiao JZ, Zhu CMA, Zhong Z (2016) Experimental study on mechanical behaviors of concrete with large-size recycled coarse aggregate. Constr Build Mater 120:21–28

  55. 55.

    Wang HP, Jiang LZ, Xiang P (2018) Improving the durability of the optical fiber sensor based on strain transfer analysis. Opt Fiber Technol 42:97–104

  56. 56.

    Xiang P, Deng ZH, Su YS, Wang HP, Wan YF (2016) Experimental investigation on joints between steel reinforced concrete T-shaped column and reinforced concrete beam under bidirectional low-cyclic reversed loading. Adv Struct Eng 20(3):60

  57. 57.

    Etse G, Vrech SM, Ripani M (2016) Constitutive theory for recycled aggregate concretes subjected to high temperature. Constr Build Mater 111:43–53

  58. 58.

    Du T, Wang WH, Liu ZX, Lin HL, Guo TP (2010) The complete stress–strain curve of recycled aggregate concrete under uniaxial compression loading. J Wuhan Univ Technol Mater Sci Edit 25(5):862–865

  59. 59.

    Li JB, Xiao JZ, Huang JA (2010) Microplane model for recycled aggregate concrete. 2nd international conference on waste engineering management. ICWEM 73, pp 542

  60. 60.

    Carneiro JA, Lima PRL, Leite MB, Toledo RD (2014) Compressive stress-strain behavior of steel fiber reinforced-recycled aggregate concrete. Cem Concr Comp 46:65–72

  61. 61.

    Belen GF, Fernando MA, Diego CL, Sindy SP (2011) Stress-strain relationship in axial compression for concrete using recycled saturated coarse aggregate. Constr Build Mater 25(5):2335–2342

  62. 62.

    Liu F, Yu YY, Li LJ, Zeng L (2018) Experimental study on reuse of recycled concrete aggregates for load-bearing components of building structures. J Mater Cycles Waste 20(2):995–1005

  63. 63.

    Zhang JW, Dong HY, Cao WL, Yu C, Chi YZ (2016) Shaking table tests of low-rise shear walls made of recycled aggregate concrete. Struct Eng Int 26(1):62–73

  64. 64.

    Liu WC, Cao WL, Zhang JW, Qiao QY, Ma H (2016) seismic performance of composite shear walls constructed using recycled aggregate concrete and different expandable polystyrene configurations. Materials 9(3):148

  65. 65.

    Zhang JW, Cao WL, Meng SB, Yu C, Dong HY (2014) Shaking table experimental study of recycled concrete frame-shear wall structures. Earthq Eng Eng Vib 13(2):257–267

  66. 66.

    Liu WC, Cao WL, Zhang JW, Wang RW, Ren LL (2017) Mechanical behavior of recycled aggregate concrete-filled steel tubular columns before and after fire. Materials 10(3)

  67. 67.

    He ZJ, Cao WL, Zhang JX, Wang L (2015) Multiaxial mechanical properties of plain recycled aggregate concrete. Mag Concr Res 67(8):401–413

  68. 68.

    Dong HY, Cao WL, Bian JH, Zhang JW (2014) The fire resistance performance of recycled aggregate concrete columns with different concrete compressive strengths. Materials 7(12):7843–7860

  69. 69.

    Kim S, Lee D, Lee J, You SK, Choi H (2012) Application of recycled aggregate porous concrete pile (RAPP) to improve soft ground. J Mater Cycles Waste 14(4):360–370

  70. 70.

    (GB/T 25177-2010) Recycled coarse aggregate for concrete, 2010-9-26

  71. 71.

    (GB50152-92) Standard methods for testing of concrete structures, China Architecture and Building Press Beijing, China, Sep–Oct

  72. 72.

    (GB/T 50081-2002) Standard for test method of mechanical properties of ordinary concrete, China Architecture and Building Press Beijing, China

  73. 73.

    (GB/T14685-2011) Specification of pebble and crushed stone for building, 2011

  74. 74.

    (GB 50010-2010) Code for design of concrete structures, China Architecture and Building Press Beijing, China

  75. 75.

    Zhou CH, Chen ZP (2017) Mechanical properties of recycled concrete made with different types of coarse aggregate. Constr Build Mater 134:497–506

  76. 76.

    Abdulraheem MS, Kadhum MM (2018) Experimental investigation of fire effects on ductility and stiffness of reinforced reactive powder concrete columns under axial compression. J Build Eng 20:750–761

  77. 77.

    Rakhshanimehr M, Esfahani MR, Kianoush MR, Mohammadzadeh BA, Mousavi SR (2014) Flexural ductility of reinforced concrete beams with lap-spliced bars. Can J Civil Eng 41(7):594–604

  78. 78.

    Tao Z, Han LH, Wang DY (2008) Strength and ductility of stiffened thin-walled hollow steel structural stub columns filled with concrete. Thin Wall Struct 46(10):1113–1128

  79. 79.

    CEB-FIP Model Code 1990: Design Code[S]. London: Thomas Telford Ltd, Jun 1

  80. 80.

    Guo ZH, Shi XD (2013) Reinforced concrete theory and analyse, Jun 1. Tsinghua University Press, China

  81. 81.

    Yuan KY, Ju JW (2013) New strain energy-based coupled elastoplastic damage-healing formulations accounting for effect of matric suction during earth-moving processes. J Eng Mech-ASCE 139(2):188–199

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Acknowledgements

The work described in this paper was supported by grants from the National Natural Science Foundation of China (Grant Nos. 51268005 and 11972379), Guangxi Natural Science Foundation (Grant No. 2013GXNSFAA019311), Double-class fund from Central South University (Grand Nos. 202045006 and 502390001), Hunan talent grant number 420030004, Hunan 100-talent plan and Open Project of Key Laboratory for Strength and Vibration of Mechanical Structures (Grant No. SV2018-KF-19).

Author information

BL carried out the study, conducted experiments, and drafted the manuscript. DZH contributed to design and funding of the experiments. PX analyzed the test results and revised the manuscript. All authors read and approved the final manuscript.

Correspondence to Ping Xiang.

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Deng, Z., Liu, B., Ye, B. et al. Mechanical behavior and constitutive relationship of the three types of recycled coarse aggregate concrete based on standard classification. J Mater Cycles Waste Manag 22, 30–45 (2020). https://doi.org/10.1007/s10163-019-00922-5

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Keywords

  • Classification of recycled coarse aggregates
  • Recycled aggregate concrete
  • Microstructure
  • Mechanical behavior
  • Constitutive relationship