Advances in concrete construction

  • 제1권3호
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  • Pages.215-225
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  • 2013
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effect of confined concrete on compressive strength of RC beams

  • Radnic, Jure (Faculty of Civil Engineering, Architecture and Geodesy, University of Split) ;
  • Markic, Radoslav (Faculty of Civil Engineering, Architecture and Geodesy, University of Split) ;
  • Harapin, Alen (Faculty of Civil Engineering, Architecture and Geodesy, University of Split) ;
  • Matesan, Domagoj (Faculty of Civil Engineering, Architecture and Geodesy, University of Split)
  • 투고 : 2013.05.03
  • 심사 : 2013.07.29
  • 발행 : 2013.09.01
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초록

The results of experimental testing of the effect of confined concrete on compressive strength and ductility of concrete beam subjected to pure bending are presented. The effect of different stirrups forms and spacing, as well as different concrete strengths, on beam carrying capacity and ductility were analyzed. Ultimate strength capacity and deflection of concrete beam increase with the decrease in stirrups spacing. Stirrup form has a great effect on the ultimate carrying capacity and ductility of concrete beam. Stirrups which confined the region of concrete in the compression more contribute to greater compression strength of concrete than common stirrups at the perimeter of the entire cross-section of the beam.

키워드

참고문헌

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