Effect of Polymer Modified Steel Fiber Reinforced Concrete on Bond Strength

Forfattere

  • 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

Nøgleord:

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

Resumé

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.

Forfatterbiografier

  • 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

Publiceret

2015-06-22

Nummer

Sektion

Research Articles