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Torsional behavior of reinforced concrete plates under pure torsion

  • Ibraheem, Omer F. (Department of Civil Engineering, University of Tikrit) ;
  • Mukhlif, Osama A. (Department of Civil Engineering, University of Tikrit)
  • 투고 : 2020.06.06
  • 심사 : 2021.08.30
  • 발행 : 2021.09.25

초록

The present study investigated experimentally and numerically the behavior of reinforced concrete plates subjected to pure torsion. The main parameters examined were: steel reinforcement ratio or spacing and plate width. A pure torsion test was carried out on nine reinforced concrete plate with different dimensions and reinforcement. A 3D numerical analysis by the finite element method and a torsion theories were adopted for all specimens tested. The finite element results overestimate the cracking torque, accurate of ultimate torque. Skew-bending theory calculate the cracking torque more accurate compared to FE and other theories. Moreover, ACI318-14 building code is unconservative for cracking torque, conservative of ultimate torque.

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참고문헌

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