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Steel and Composite Structures
  Volume 34, Number 6, March25 2020 , pages 909-927
DOI: https://doi.org/10.12989/scs.2020.34.6.909
 


Partially encased composite columns using fiber reinforced concrete: experimental study
Margot F. Pereira, Silvana De Nardin and Ana L.H.C. El. Debs

 
Abstract
    This paper addresses the results of an experimental study involving 10 partially encased composite columns under concentric and eccentric compressive loads. Parameters such as slenderness ratio, ordinary reinforced concrete and fiber reinforced concrete, load eccentricity and bending axis were investigated. The specimens were tested to investigate the effects of replacing the ordinary reinforced concrete by fiber reinforced concrete on the load capacity and behavior of short and slender composite columns. Various characteristics such as load capacity, axial strains behavior, stiffness, strains on steel and concrete and failure mode are discussed. The main conclusions that may be drawn from all the test results is that the behavior and ultimate load are rather sensitive to the slenderness of the columns and to the eccentricity of loading, specially the bending axis. Experimental results also indicate that replacing the ordinary reinforced concrete by steel fiber reinforced concrete has no considerable effects on the load capacity and behavior of the short and slender columns and the proposed replacement presented very good results.
 
Key Words
    partially encased composite columns; steel-concrete composite columns; experimental analysis; steel fiber reinforced concrete; concentric load; eccentric load
 
Address
Margot F. Pereira and Silvana De Nardin: Department of Civil Engineering, Federal University of Sao Carlos, Sao Carlos, Brazil,
Rodovia Washington Luís, km 235 - SP-310 São Carlos-SP - CEP 13565-905, Brazil
Ana L.H.C. El. Debs: Department of Structural Engineering, University of São Paulo, São Carlos, Brazil,
Avenida Trabalhador Saocarlense 400, Centro, São Carlos-SP - CEP: 13566-590, Brazil


 

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