Advances in concrete construction

  • 제7권4호
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  • Pages.219-229
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  • 2019
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Shear performance of an innovative UHPFRC deck of composite bridge with coarse aggregate

  • Qi, Jianan (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, School of Civil Engineering, Southeast University) ;
  • Wanga, Jingquan (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, School of Civil Engineering, Southeast University) ;
  • Feng, Yu (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, School of Civil Engineering, Southeast University)
  • 투고 : 2018.12.13
  • 심사 : 2019.04.05
  • 발행 : 2019.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents an experimental study on the structural performance of an innovative ultra-high performance fiber reinforced concrete (UHPFRC) deck with coarse aggregate of composite bridge under shear force. Test parameters included curing method and shear span-to-height ratio. Test results indicated that more short fine cracks developed beside the existing cracks due to the randomly dispersed fibers, resulting in re-distributing and homogenizing of the concrete stress beside cracks and allowing for the occurrence of more cracks with small spacing compared to normal strength concrete beams. Curing methods, incorporating steam curing and natural curing, did not have obvious effect on the nominal bending cracking strength and the ultimate strength of the test specimens. Shear reinforcement need not be provided for UHPFRC decks with a fiber volume fraction of 2%. UHPFRC decks showed superior load resistance ability after the appearance of cracks and excellent post-cracking deformability. Lastly, the current shear provisions were evaluated by the test results.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Central Universities

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피인용 문헌

  1. Flexural behavior of an innovative dovetail ultra-high performance concrete joint using steel wire mesh interface treatment in composite bridges vol.23, pp.6, 2019, https://doi.org/10.1177/1369433219891531
  2. Static behavior of stud shear connectors with initial damage in steel-UHPC composite bridges vol.9, pp.4, 2019, https://doi.org/10.12989/acc.2020.9.4.413
  3. The use of river sand for fine aggregate in UHPC and the effect of its particle size vol.10, pp.5, 2019, https://doi.org/10.12989/acc.2020.10.5.431