Steel and Composite Structures

  • 제27권2호
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  • Pages.185-192
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  • 2018
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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 creep behavior of fly ash concrete filled steel tube circular arches

  • Yan, Wu T. (School of Civil Engineering, Beijing Jiaotong University) ;
  • Han, Bing (School of Civil Engineering, Beijing Jiaotong University) ;
  • Zhang, Jin Q. (Research Institute of Highway Ministry of Transportation) ;
  • Xie, Hui B. (School of Civil Engineering, Beijing Jiaotong University) ;
  • Zhu, Li (School of Civil Engineering, Beijing Jiaotong University) ;
  • Xue, Zhong J. (Beijing Road Engineering Quality Supervision Station)
  • 투고 : 2017.10.01
  • 심사 : 2018.02.25
  • 발행 : 2018.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

Fly ash can significantly improve concrete workability and performance, and recycling fly ash in concrete can contribute to a cleaner environment. Since fly ash influences pozzolanic reactions in concrete, mechanical behaviors of concrete containing fly ash differ from traditional concrete. Creep behaviors of fly ash concrete filled steel tube arch were experimentally investigated for 10% and 30% fly ash replacement. The axes of two arches are designed as circular arc with 2.1 m computed span, 0.24 m arch rise, and their cross-sections are all in circular section. Time dependent deflection and strain of loading and mid-span steel tube were measured, and long term deflection of the model arch with 10% fly ash replacement was significantly larger than with 30% replacement. Considering the steel tube strain, compressive zone height, cross section curvature, and internal force borne by the steel tube, the compressive zone height and structural internal forces increased gradually over time due to concrete creep. Increased fly ash content resulted in more significant neutral axis shift. Mechanisms for internal force effects on neutral axis height were analyzed and verified experimentally.

키워드

과제정보

연구 과제 주관 기관 : China National Natural Science Foundation

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