DOI QR코드

DOI QR Code

Mechanical behavior of crumb rubber concrete under axial compression

  • Ren, Rui (School of Civil Engineering, Xi'an University of Architecture & Technology) ;
  • Liang, Jiong-Feng (School of Civil & Architecture Engineering, East China University of Technology) ;
  • Liu, Da-wei (School of Civil & Architecture Engineering, East China University of Technology) ;
  • Gao, Jin-he (School of Civil & Architecture Engineering, East China University of Technology) ;
  • Chen, Lin (School of Civil & Architecture Engineering, East China University of Technology)
  • 투고 : 2019.01.03
  • 심사 : 2020.01.18
  • 발행 : 2020.03.25

초록

This paper aims at investigating the effect of crumb rubber size and content on compressive behaviors of concrete under axial compression. Concrete specimens are designed and produced by replacing natural aggregate with crumb rubber content of 0%, 5%, 10%, 15% and three different sized crumb rubbers (No. 20, No. 40, No. 80 crumb rubber). And the failure mode, compressive strength, elastic modulus, stress-strain curves, peak strain and ultimate strain are experimentally studied. Based on the test results, formulas have been presented to determine the compressive strength, elastic modulus, the relationship between prism compressive strength and cube compressive strength, stress-strain curves and peak strain of crumb rubber concrete (CRC). It is found that the proposed formulas agree well with the test result on the whole, which may be used to practical applications.

키워드

과제정보

연구 과제 주관 기관 : Chinese National Natural Science Foundation, Natural Science Foundation of Jiangxi Province

The authors are grateful to the financial support provided by the Chinese National Natural Science Foundation (No. 51868001,51608435), the Natural Science Foundation of Jiangxi Province (No. 20171BAB206053), the Technology Support Project of Jiangxi Province (No. 20161BBH80045), and the Opening Fund of State Key Laboratory of Green Building in Western China (Grant No.lskf201903).

참고문헌

  1. Bharathi Murugan, R. and Natarajan, C. (2017), "Investigation on the use of waste tyre crumb rubber in concrete paving blocks", Comput. Concrete, 20(3), 311-318. https://doi.org/10.12989/cac.2017.20.3.311.
  2. Duarte, A.P.C., Silva, B.A., Silvestre, N., de Brito, J., Julio, E. and Castro, J.M. (2016), "Finite element modelling of short steel tubes filled with rubberized concrete", Compos. Struct., 150, 28-40. https://doi.org/10.1016/j.compstruct.2016.04.048.
  3. Duarte, A.P.C., Silvestre, N., de Brito, J., Julio, E. and Silvestre, J.D. (2018), "On the sustainability of rubberized concrete filled square steel tubular columns", J. Clean. Prod., 170, 510-521. https://doi.org/10.1016/j.jclepro.2017.09.131.
  4. Emiroglu, M., Yildiz, S. and Kelestemur, M.H. (2015), "A study on dynamic modulus of self-consolidating rubberized concrete", Comput. Concrete, 15(5), 795-805. https://doi.org/10.12989/cac.2015.15.5.795.
  5. Fu, C., Ye, H., Wang, K., Zhu, K. and He, C. (2019), "Evolution of mechanical properties of steel fiber-reinforced rubberized concrete (FR-RC)", Compos. Part B-Eng., 160, 158-166. https://doi.org/10.1016/j.compositesb.2018.10.045.
  6. Guo, Z.H. and Zhang, X.Q. (1982), "Experimental investigation of stress-strain curves for concrete", Chin. J. Build. Struct., 3(1), 1-12.
  7. Gupta, T., Tiwari, A., Siddique, S., Sharma, R.K. and Chaudhary, S. (2017), "Response assessment under dynamic loading and microstructural investigations of rubberized concrete", J. Mater. Civil Eng., 29(8), 19-23. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001905.
  8. Han, Q.H., Xu, J., Xing, Y. and Li, Z.L. (2015), "Static push-out test on steel and recycled tire rubber-filled concrete composite beams", Steel Compos. Struct., 19(4), 843-860. https://doi.org/10.12989/scs.2015.19.4.843.
  9. Han, Q.H., Yang, G. and Xu, J. (2018), "Experimental study on the relationship between acoustic emission energy and fracture energy of crumb rubber concrete", Struct. Control Hlth., 25(10), 1-9. https://doi.org/10.1002/stc.2240.
  10. Ismail, M.K. and Hassan, A.A.A (2016), "Performance of full-scale self-consolidating rubberized concrete beams in flexure", ACI Mater. J., 113(2), 207-218.
  11. Ismail, M.K., Hassan, A.A.A. and Hussein, A.A. (2017), "Structural behaviour of reinforced concrete beams containing crumb rubber and steel fibres", Mag. Concrete Res., 69(18), 939-953. https://doi.org/10.1680/jmacr.16.00525.
  12. Mendis, A.S.M., Al-Deen, S. and Ashraf, M. (2017), "Effect of rubber particles on the flexural behaviour of reinforced crumbed rubber concrete beams", Constr. Build. Mater., 154, 644-657. https://doi.org/10.1016/j.conbuildmat.2017.07.220.
  13. Mendis, A.S.M., Al-Deen, S. and Ashraf, M. (2018), "Flexural shear behaviour of reinforced crumbed rubber concrete beam", Constr. Build. Mater., 166, 779-791. https://doi.org/10.1016/j.conbuildmat.2018.01.150.
  14. Padhi, S. and Panda, K.C. (2016), "Fresh and hardened properties of rubberized concrete using fine rubber and silpozz", Adv. Concrete Constr., 4(1), 49-69. https://doi.org/10.12989/acc.2016.4.1.049.
  15. Ramdani, S., Guettala, A., Benmalek, M.L. and Aguiar, J.B. (2019), "Physical and mechanical performance of concrete made with waste rubber aggregate, glass powder and silica sand powder", J. Build. Eng., 21, 302-311. https://doi.org/10.1016/j.jobe.2018.11.003.
  16. Si, R.Z., Guo, S.C. and Dai, Q.L. (2017), "Durability performance of rubberized mortar and concrete with NaOH-Solution treated rubber particles", Constr. Build. Mater., 153, 496-505. https://doi.org/10.1016/j.conbuildmat.2017.07.085.
  17. Silva, A., Jiang, Y., Castro, J.M., Silvestre, N. and Monteiro, R. (2017), "Monotonic and cyclic flexural behaviour of square/rectangular rubberized concrete-filled steel tubes", J. Constr. Steel Res., 139, 385-396. https://doi.org/10.1016/j.jcsr.2017.09.006.
  18. Specification for Mix Proportion Design of Ordinary Concrete (JGJ55-2011), Chinese Building Construction Publishing Press, Beijing.
  19. Standard for Test Method of Basic Properties of Construction Moatar in China (JGT/T70-2009), Chinese Building Construction Publishing Press, Beijing.
  20. Thomas, B.S., Gupta, R.C., Mehra, P. and Kumar, S. (2015), "Performance of high strength rubberized concrete in aggressive environment", Constr. Build. Mater., 83, 320-326. https://doi.org/10.1016/j.conbuildmat.2015.03.012.
  21. Williams, K.C. and Partheeban, P. (2018), "An experimental and numerical approach in strength prediction of reclaimed rubber concrete", Adv. Concrete Constr., 6(1), 87-102. https://doi.org/10.12989/acc.2018.6.1.087.
  22. Yang, F., Feng, W., Liu, F., Jing, L., Yuan, B. and Chen, D. (2019), "Experimental and numerical study of rubber concrete slabs with steel reinforcement under close-in blast loading", Constr. Build. Mater., 198, 423-436. https://doi.org/10.1016/j.conbuildmat.2018.11.248.
  23. Yang, F., Feng, W., Liu, F., Jing, L., Yuan, B. and Chen, D. (2019), "Experimental and numerical study of rubber concrete slabs with steel reinforcement under close-in blast loading", Constr. Build. Mater., 198, 423-436. https://doi.org/10.1016/j.conbuildmat.2018.11.248.
  24. Zhang, B.Y. and Poon, C.S. (2018), "Sound insulation properties of rubberized lightweight aggregate concrete", J. Clean. Prod., 172, 3176-3185. https://doi.org/10.1016/j.jclepro.2017.11.044.

피인용 문헌

  1. EXPERIMENTAL STUDY ON THE DYNAMIC BEHAVIOR OF RUBBER CONCRETE UNDER COMPRESSION CONSIDERING EARTHQUAKE MAGNITUDE STRAIN RATE vol.26, pp.8, 2020, https://doi.org/10.3846/jcem.2020.13728
  2. Properties and durability of concrete with olive waste ash as a partial cement replacement vol.11, pp.1, 2020, https://doi.org/10.12989/acc.2021.11.1.059
  3. Microstructural and mechanical characteristics of self-compacting concrete with waste rubber vol.78, pp.2, 2021, https://doi.org/10.12989/sem.2021.78.2.175