Structural Engineering and Mechanics

  • 제40권3호
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  • Pages.411-429
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  • 2011
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR Code

Behavior of reinforced concrete beams filled with demolished concrete lumps

  • Wu, Bo (State Key Laboratory of Subtropical Building Science, Department of Civil Engineering, South China Univ. of Technology) ;
  • Xu, Zhe (State Key Laboratory of Subtropical Building Science, Department of Civil Engineering, South China Univ. of Technology) ;
  • Ma, Zhongguo John (Department of Civil and Environmental Engineering, University of Tennessee Knoxville) ;
  • Liu, Qiongxiang (Shenzhen General Institute of Architectural Design and Research) ;
  • Liu, Wei (State Key Laboratory of Subtropical Building Science, Department of Civil Engineering, South China Univ. of Technology)
  • 투고 : 2010.12.17
  • 심사 : 2011.08.18
  • 발행 : 2011.11.10
⟨ 이전 논문 다음 논문 ⟩

초록

In the past decades, recycling use of demolished concrete was almost limited to the types of recycled coarse aggregate with a size of about 5-40 mm and recycled fine aggregate with a size of about 0-5 mm for concrete structures, and reuse of demolished concrete lumps (DCLs) with a size much larger than that of recycled aggregate, e.g., 50-300 mm, has been limited to roadbed, backfilling materials, or discarded to landfills. Treatment processes of DCLs are much simpler than those of recycled aggregate, leading to less cost and more energy-saving. In the future, the amount of demolished concrete is estimated to be much higher, so reuse of DCLs for concrete structures will become necessary. The objectives of this paper are to document the process of making reinforced concrete beams with DCLs, and to discuss the flexural and shear behaviors of those reinforced DCL beams through an experimental program, which includes three beams filled with DCLs and one conventional beam for investigating the flexural strengths and deformations, and 12 beams filled with DCLs and two conventional beams for investigating the shear strengths and deformations. The authors hope that the proposed concept offers another sustainable solution to the concrete industry.

키워드

참고문헌

  1. ACI Committee 318 (2008), Building Code Requirements for Structural Concrete (ACI 318-08). Farmington Hills, MI: American Concrete Institute International.
  2. Ajdukiewicz, A. and Kliszczewicz, A. (2002), "Influence of recycled aggregates on mechanical properties of HS/HPC", Cement Concrete Compos., 24, 269-279. https://doi.org/10.1016/S0958-9465(01)00012-9
  3. Buck, A.D. (1977), "Recycled concrete as a source of aggregate", ACI J., 74, 212-219.
  4. Dhir, R.K., Limbachiya, M.C. and Leelawat, T. (1999), "Suitability of recycled concrete aggregate for use in BS5328 designated mixes", Proceedings of the Institution of Civil Engineers - Structures and Buildings, 134(3), 257-274.
  5. Eguchi, K., Teranishi, K., Nakagome, A. and Kishimoto, H. (2007), "Application of recycled coarse aggregate by mixture to concrete construction", Constr. Build. Mater., 21(7), 1542-1551. https://doi.org/10.1016/j.conbuildmat.2005.12.023
  6. Etxeberria, M., Mari, A.R. and Vazquez, E. (2007), "Recycled aggregate concrete as structural material", Mater. Struct., 40, 529-541. https://doi.org/10.1617/s11527-006-9161-5
  7. Evangelista, L. and Brito, J. (2007), "Mechanical behavior of concrete made with fine recycled concrete aggregates", Cement Concrete Compos., 29(5), 397-401. https://doi.org/10.1016/j.cemconcomp.2006.12.004
  8. Fathifazl, G., Razaqpur, A.G., Isgor, O.B., Abbas, A., Fournier, B. and Foo, S. (2009a), "Shear strength of steel reinforced recycled concrete beams without stirrups", Mag. Concr. Res., 61(7), 387-400. https://doi.org/10.1680/macr.2008.61.7.387
  9. Fathifazl, G., Razaqpur, A.G., Isgor, O.B., Abbas, A., Fournier, B. and Foo, S. (2009b), "Flexural performance of steel reinforced recycled concrete (RRC) beams", ACI Struct. J., 106(6), 858-867.
  10. Fathifazl, G., Razaqpur, A.G., Isgor, O.B., Abbas, A., Fournier, B. and Foo, S. (2010), "Shear strength of steel reinforced recycled concrete beams with stirrups", Mag. Concr. Res., 62(10), 685-699. https://doi.org/10.1680/macr.2010.62.10.685
  11. Frondistou-Yannas, S.T. (1977), "Waste concrete as aggregate for new concrete", ACI J., 74(8), 373-376.
  12. Gonzalez-Fonteboa, B. and Martinez-Abella, F. (2007), "Shear strength of recycled concrete beams", Constr. Build. Mater., 21, 887-893. https://doi.org/10.1016/j.conbuildmat.2005.12.018
  13. Han, B.C., Yun, H.D. and Chung, S.Y. (2001), "Shear capacity of reinforced concrete beams made with recycled-aggregate", ACI Special Publications, 200, 503-516.
  14. Limbachiya, M.C., Marrocchino, E. and Koulouris, A. (2007), "Chemicalmineralogical characterization of coarse recycled concrete aggregate", Waste Management, 27(2), 201-208. https://doi.org/10.1016/j.wasman.2006.01.005
  15. Ma, Z.J. and Tadros, M.K. (1999), "Simplified method for shear design based on AASHTD load and resistance factor design specifications", Journal of the Transportation Research Board, No.1688, National Research Council, National Academy Press.
  16. National Standard of the People's Republic of China (2002), Code for design of concrete structures (GB50010-002), Beijing: China Architecture & Building Press. (in Chinese)
  17. National Standard of the People's Republic of China (1992), Testing methods of concrete structure (GB50152-92), Beijing: China Architecture & Building Press. (in Chinese)
  18. Wu, B., Zhao, X.Y., Liu, W., Liu, Q.X. and Xu, Z. (2009), "Test behaviors and numerical analysis of stub steel tubular columns filled with recycled concrete segment/lump and subjected to axial force" Proceedings of the International Symposium on Innovation & Sustainability of Structures in Civil Engineering, 1, 70-76.

피인용 문헌

  1. Behavior of FRP-Confined Compound Concrete Containing Recycled Concrete Lumps vol.20, pp.1, 2016, https://doi.org/10.1061/(ASCE)CC.1943-5614.0000602
  2. Cyclic testing of thin-walled circular steel tubular columns filled with demolished concrete blocks and fresh concrete vol.66, 2013, https://doi.org/10.1016/j.tws.2013.01.008
  3. Cyclic behavior of thin-walled square steel tubular columns filled with demolished concrete lumps and fresh concrete vol.77, 2012, https://doi.org/10.1016/j.jcsr.2012.05.003
  4. Compressive behaviors of cylindrical concrete specimens made of demolished concrete blocks and fresh concrete vol.53, 2014, https://doi.org/10.1016/j.conbuildmat.2013.11.071
  5. Size effect on compressive behaviours of normal-strength concrete cubes made from demolished concrete blocks and fresh concrete vol.65, pp.19, 2013, https://doi.org/10.1680/macr.13.00053
  6. Behavior of slender square steel tubular columns filled with fresh concrete and demolished concrete lumps vol.210, 2017, https://doi.org/10.1016/j.proeng.2017.11.066
  7. Tensile-Splitting Behaviors of Compound Concrete Containing Demolished Concrete Lumps vol.30, pp.3, 2018, https://doi.org/10.1061/(ASCE)MT.1943-5533.0002190
  8. Recycling and reuse of construction and demolition waste in concrete-filled steel tubes: A review vol.126, 2016, https://doi.org/10.1016/j.conbuildmat.2016.09.063
  9. Structural response of thin-walled circular steel tubular columns filled with demolished concrete lumps and fresh concrete vol.129, 2016, https://doi.org/10.1016/j.conbuildmat.2016.10.099
  10. 10.28: Fire performance of concrete filled steel tubular columns with built-in stirrups vol.1, pp.2-3, 2017, https://doi.org/10.1002/cepa.325
  11. Influence of demolished concrete blocks on mechanical properties of recycled blend concrete vol.136, 2017, https://doi.org/10.1016/j.conbuildmat.2017.01.030
  12. Mechanical properties of compound concrete containing demolished concrete lumps after freeze-thaw cycles vol.155, 2017, https://doi.org/10.1016/j.conbuildmat.2017.07.150
  13. Compressive behaviors of cubes and cylinders made of normal-strength demolished concrete blocks and high-strength fresh concrete vol.78, 2015, https://doi.org/10.1016/j.conbuildmat.2015.01.027
  14. Fire Behavior of U-shaped Steel Beams Filled with Demolished Concrete Lumps and Fresh Concrete vol.8, pp.8, 2018, https://doi.org/10.3390/app8081361
  15. Compressive Behaviors of Prisms Made of Demolished Concrete Lumps and Fresh Concrete vol.8, pp.5, 2018, https://doi.org/10.3390/app8050743
  16. Compressive behavior of thin-walled circular steel tubular columns filled with steel stirrup-reinforced compound concrete vol.170, pp.None, 2011, https://doi.org/10.1016/j.engstruct.2018.05.028
  17. Performance evaluation of recycled aggregate concrete-filled steel tubes under different loading conditions: Database analysis and modelling vol.30, pp.None, 2011, https://doi.org/10.1016/j.jobe.2020.101308
  18. Flexural behavior of recycled lump concrete made with demolished concrete lumps of different sizes and shapes vol.307, pp.None, 2021, https://doi.org/10.1016/j.conbuildmat.2021.124940