Computers and Concrete

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Post-cracking behavior of UHPC on the concrete members reinforced by steel rebar

  • Rahdar, H.A. (Civil Engineering Department, Faculty of Engineering, Ferdowsi University Of Mashhad) ;
  • Ghalehnovi, M. (Civil Engineering Department, Faculty of Engineering, Ferdowsi University Of Mashhad)
  • Received : 2015.11.22
  • Accepted : 2016.05.05
  • Published : 2016.07.25
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Abstract

Since the concrete strength around the reinforcement rebar affects the tension stiffening, the tension stiffening effect of ultra high performance concrete on the concrete members reinforced by steel rebar is examined by testing the specimens with circular cross section with the length 850 mm reinforced by a steel rebar at the center of a specimen's cross section in this research. Conducting a tensile test on the specimens, the cracking behavior is evaluated and a curve with an exponential descending branch is obtained to explain the post-cracking zone. In addition, this paper proposes an equation for this branch and parameters of equation is obtained based on the ratio of cover thickness to rebar diameter (c/d) and reinforcement percentage (${\rho}$).

Keywords

References

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