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Title

INVESTIGATION OF THE BEHAVIOR OF RUBBERIZED CONCRETE UNDER UNIAXIAL COMPRESSIVE TEST

Pages

  49-58

Abstract

 Use of scrap tire rubber particles as aggregate in Portland-cement concrete is a suitable solution for the ENVIRONMENTal hazards of waste tires being produced on a large scale. Tire rubber particles also reduce the brittle behavior of concrete due to their elasticity and plasticity. The effect of tire rubber particles on the mechanical properties of concrete is investigated in this study. Tire rubber particles were used in three (coarse, fine, and combined) groups to replace 12.5, 25, 37.5, and 50% of total aggregate volume in concrete. Cylindrical concrete specimens (15cm across and 30 cm high) were fabricated and cured. A compressive strain-control test was performed on the specimens until failure occurred in large deformations. Results show lower strength and more ductile behavior for rubberized concrete compared to plain concrete specimens. Unlike in plain concrete, the failure state in rubberized concrete occurred gently and uniformly and did not cause any separation in the specimen. The crack width and its propagation velocity in rubberized concrete were lower than those in plain concrete.

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    APA: Copy

    DEHESTANI KALAGAR, M., KHALOU, A.R., & RAHMATABADI, P.. (2008). INVESTIGATION OF THE BEHAVIOR OF RUBBERIZED CONCRETE UNDER UNIAXIAL COMPRESSIVE TEST. ESTEGHLAL, 26(2), 49-58. SID. https://sid.ir/paper/5948/en

    Vancouver: Copy

    DEHESTANI KALAGAR M., KHALOU A.R., RAHMATABADI P.. INVESTIGATION OF THE BEHAVIOR OF RUBBERIZED CONCRETE UNDER UNIAXIAL COMPRESSIVE TEST. ESTEGHLAL[Internet]. 2008;26(2):49-58. Available from: https://sid.ir/paper/5948/en

    IEEE: Copy

    M. DEHESTANI KALAGAR, A.R. KHALOU, and P. RAHMATABADI, “INVESTIGATION OF THE BEHAVIOR OF RUBBERIZED CONCRETE UNDER UNIAXIAL COMPRESSIVE TEST,” ESTEGHLAL, vol. 26, no. 2, pp. 49–58, 2008, [Online]. Available: https://sid.ir/paper/5948/en

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