Computers and Concrete

  • 제15권3호
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  • Pages.391-410
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  • 2015
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

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Numerical investigation of the buckling behavior of thin ferrocement stiffened plates

  • Koukouselis, Apostolos (Laboratory of Structural Analysis and Design, Department of Civil Engineering, University of Thessaly) ;
  • Mistakidis, Euripidis (Laboratory of Structural Analysis and Design, Department of Civil Engineering, University of Thessaly)
  • 투고 : 2013.07.10
  • 심사 : 2014.12.27
  • 발행 : 2015.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

One of the most common applications of ferrocement is the manufacturing of thin stiffened plates which are prone to buckling. This study focuses on the investigation of the behavior of a ferrocement plate, stiffened in both directions by means of an appropriate grid of ribs. In the present paper detailed three-dimensional numerical Finite Element models are formulated for the simulation of the behavior of the structure under study, which are able to take into account both the geometric and material non-linearities that are present in the subject at hand (plasticity, cracking, large displacements). The difference among the formulated models lies on the use of different types of finite elements. The numerical results obtained by each model are compared and the most efficient model is determined. Finally, this model is in the sequel used for the further investigation of the effect of different parameters on the ultimate load capacity, such as the initial out-of-plane imperfection of the plate and the interaction between the axial loads in both directions.

키워드

참고문헌

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피인용 문헌

  1. The use of ferrocement in the construction of squat grain silos vol.18, pp.1, 2016, https://doi.org/10.12989/cac.2016.18.1.053
  2. Buckling analysis of embedded concrete columns armed with carbon nanotubes vol.17, pp.5, 2016, https://doi.org/10.12989/cac.2016.17.5.567
  3. Buckling capacity of radially compressed thin-walled reinforced cementitious spheres vol.157, 2018, https://doi.org/10.1016/j.engstruct.2017.11.063
  4. Camber calculation of prestressed concrete I-Girder considering geometric nonlinearity vol.19, pp.1, 2017, https://doi.org/10.12989/cac.2017.19.1.001