Steel and Composite Structures

  • 제37권5호
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  • Pages.605-620
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  • 2020
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental study on shear behaviors of Partial Precast Steel Reinforced Concrete beams

  • Yang, Yong (School of Civil Engineering, Xi'an University of Architecture & Technology) ;
  • Li, Hui (School of Civil Engineering, Xi'an University of Architecture & Technology)
  • 투고 : 2020.01.17
  • 심사 : 2020.11.19
  • 발행 : 2020.12.10
⟨ 이전 논문 다음 논문 ⟩

초록

An innovative Partially Precast Steel Reinforced Concrete (PPSRC) beam is presented in this paper. To study the shear behavior of PPSRC beams, static loading experiments were conducted on 10 specimens, including 4 T-beam specimens and 4 PPSRC inverted T-beam specimens together with 2 PPSRC rectangular section beams. In the tests, the shear behaviors of the PPSRC beams were emphasized. On the basis of the experiments, the failure mode and ultimate bearing capacity were thoroughly examined. The calculation methods for shear capacity are also presented in this paper. The analysis of mechanical behavior and the calculation methods presented can be used as a reference to design these innovative composite PPSRC beams and provide a significant foundation for further research.

키워드

과제정보

The research described in this paper was financially supported by the Natural Science Foundation of China (Program No. 50708040 and No. 50978107) and the National key research and development program of China (Program No. 2016YFC0701400). Special thanks to the Program for Innovative Research Team of Xi'an University of Architecture and Technology and Program for Changjiang Scholars and Innovative Research Team at the University of China.

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