Computers and Concrete

  • 제11권6호
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  • Pages.571-585
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  • 2013
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Strength design criterion for asymmetrically reinforced RC circular cross-sections in bending

  • Hernandez-Montes, E. (Department of Structural Mechanics, University of Granada) ;
  • Alameda-Hernandez, P. (Department of Civil Engineering, University of Granada) ;
  • Gil-Martin, L.M. (Department of Structural Mechanics, University of Granada)
  • 투고 : 2012.01.09
  • 심사 : 2012.12.03
  • 발행 : 2013.06.01
⟨ 이전 논문 다음 논문 ⟩

초록

Asymmetrical reinforcement for circular sections in wall piles is an efficient construction component with reduced embodied energy. It has been proven that asymmetrical reinforced wall piles may save more than 50% of the reinforcement than the traditional symmetrically reinforced circular sections. The use of this new type of structural member increases the number of variables in the design problem, which makes its use by engineers more complicated. In order to facilitate the use of the asymmetrically reinforced piles, this paper presents a criterion for the design of this type of structural member. The chosen criterion has been analyzed with the help of flexural capacity-cost curves. The new criterion is similar to the design procedure traditionally used for RC beams.

키워드

참고문헌

  1. Aschheim, M., Hernandez-Montes, E. and Gil-Martin, L.M. (2008), "Optimal domains for flexural and axial loading", ACI Struct. J., 105(6), 720-728.
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피인용 문헌

  1. Effective area in tension stiffening of reinforced concrete piles subjected to flexure according to Eurocode 2 vol.76, 2014, https://doi.org/10.1016/j.engstruct.2014.06.041
  2. Theoretical and experimental in-service long-term deflection response of symmetrically and non-symmetrically reinforced concrete piles vol.17, pp.2, 2017, https://doi.org/10.1016/j.acme.2016.12.003