Effect of Polymer Modified Steel Fiber Reinforced Concrete on Bond Strength

Autores/as

  • Uttam B. Kalwane D. Y. Patil School of Engineering and Technology, Lohagaon, Pune, Maharashtra, India
  • Ajay G. Dahake Civil Engineering Department, Marathwada Institute of Technology, Aurangabad, Maharashtra, India
  • Vasudev R. Upadhye Civil Engineering Department, Marathwada Institute of Technology, Aurangabad, Maharashtra, India

Palabras clave:

Pullout test, bond strength, steel fiber reinforced concrete, polymer modified steel fiber reinforced concrete

Resumen

In this experimental investigation, the effect on bond strength (pullout test) of polymermodified steel fibers in concrete is studied. Varying volume fraction of steel fibers from 0 to7% at the interval of 1% of fiber and SBR latex polymer of fixed volume of 15% by weight ofcement were used. For this test, specimen of size 150 mmï‚´ 150 mmï‚´ 150 mm with 16 mmhigh yield deformed bar of length 650 mm is placed at the centre of cube and 150 mmembedded in concrete. Pullout test on specimens were carried out on universal testingmachine.Keywords: Pullout test, bond strength, steel fiber reinforced concrete, polymer modified steel fiber reinforced concrete Cite this Article Kalwane Uttam B, Dahake Ajay G, Upadhye Vasudev R. Effect of Polymer Modified Steel Fiber Reinforced Concrete on Bond Strength. Journal of Experimental & Applied Mechanics. 2015; 6(2): 33–43p.

Biografía del autor/a

  • Uttam B. Kalwane, D. Y. Patil School of Engineering and Technology, Lohagaon, Pune, Maharashtra, India
    Principal
  • Ajay G. Dahake, Civil Engineering Department, Marathwada Institute of Technology, Aurangabad, Maharashtra, India
    Asso. Prof. and Head of Civil Engineering Department
  • Vasudev R. Upadhye, Civil Engineering Department, Marathwada Institute of Technology, Aurangabad, Maharashtra, India
    Asso. Prof. and Head of Civil Engineering Department

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Publicado

2015-06-22

Número

Vol. 6 Núm. 2 (2015)

Sección

Research Articles

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