ANALYSIS OF DESIGN MODELS FOR PARTIALLY ENCASED COMPOSITE COLUMNS

Authors

  • Bruno Bianchi Marques Universidade de São Paulo Author
  • Ms. University of Sao Paulo Author
  • Tainá Mascarenhas Borghi Universidade de São Paulo Author
  • Margot Fabiana Pereira Milani Universidade Federal de São Carlos Author
  • Ana Lúcia Homce de Cresce El Debs Universidade de São Paulo Author

DOI:

https://doi.org/10.4025/revtecnol.v33i1.72646

Keywords:

Composite columns, Steel fiber-reinforced concrete, Recycled aggregate

Abstract

New methodologies for producing composite columns have been the subject of recent research, such as recycled aggregates and steel fibers' incorporation into concrete. Not yet included in current standards, they need validation through design models. This work compared the experimental results of partially encased composite columns with steel fiber reinforced concrete and recycled aggregate concrete to the resistance according to the ABNT NBR 8800 (2008) and EN-1994-1-1 (2004). The design models yielded satisfactorily prediction for the resistance, with higher discrepancies for slender columns. Furthermore, the imperfection eccentricity and the second-order effects must be considered to obtain representative results.

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References

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 8800: Projeto de estruturas de açoe de estruturas mistas de aço e concreto. Rio de Janeiro, 2008.

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Published

2024-07-19

How to Cite

ANALYSIS OF DESIGN MODELS FOR PARTIALLY ENCASED COMPOSITE COLUMNS. (2024). Revista Tecnológica, 33(1), 133-140. https://doi.org/10.4025/revtecnol.v33i1.72646