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Materials Research Innovations Volume 18, 2014 - Issue sup2: CMSE-2013
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Original Articles

Applicability of electric arc furnace oxidising slag aggregates for RC columns subjected to combined bending and axial loads

S-W. KimDepartment of Architectural EngineeringKongju National University, Cheonan, Republic of Korea
,
Y-J. LeeDepartment of Architectural EngineeringKongju National University, Cheonan, Republic of Korea
,
Y-J. JungDohwa Structural Engineering Co. Ltd, Seoul, Republic of Korea
,
J-Y. LeeDepartment of CivilArchitectural, and Environmental System Engineering, Sungkyunkwan University, Suwon, Republic of Korea
&
K-H. KimDepartment of Architectural EngineeringKongju National University, Cheonan, Republic of KoreaCorrespondence[email protected]
Pages S2-793-S2-798 | Received 15 Sep 2013, Accepted 12 Dec 2013, Published online: 30 May 2014

References

  • Moura W, Masuero A, Molin DD and Vilela A: ‘Concrete performance with admixtures of electrical steel slag and copper slag concerning mechanical properties’, ACI Special Publication, 1999, SP 186–05, 81–90.
  • Lee K-J, Yoo S-Y, Koo J-S, Cho B-S and Lee H-H: ‘Experimental study on the characteristics of rapid chilled converted slag by watering’, International Journal of Concrete Structures and Materials, 2011, 5, (2), 133–137.
  • Becknell NP and Hale WM: ‘Effect of slag grade and cement source on properties of concrete’, International Journal of Concrete Structures and Materials, 2011, 5, (2), 119–123.
  • Rojas MF and Rojas MIS: ‘Chemical assessment of the electric arc furnace slag as construction material: expansive compounds’, Cem. Concr. Res., 2004, 34, (10), 1881–1888.
  • Marroccoli M, Nobili M, Telesca A and Valenti GL: ‘Use of electric arc furnace slag as a raw feed component for portland clinker manufacture’, SP242-08, 91–98; 2007, Farmington Hills, MI, American Concrete Institute.
  • DePree PJ and Ferry CT: ‘Mitigation of expansive electric arc furnace slag in brownfield redevelopment’, Proc. GeoCong. 2008, New Orleans, LA, March 2008, ASCE, 271–278.
  • Pellegrino C and Gaddo V: ‘Mechanical and durability characteristics of concrete containing EAF slag as aggregate’, Cem. Concr. Compos., 2009, 31, (9), 663–671.
  • Etxeberria M, Pacheco C, Meneses JM and Berridi I: ‘Properties of concrete using metallurgical industrial by-products as aggregates’, Constr. Build. Mater., 2010, 24, (9), 1594–1600.
  • Pellegrino C, Cavagnis P, Faleschini F and Brunelli K: ‘Properties of concretes with black/oxidising electric arc furnace slag aggregate’, Cem. Concr. Compos., 2013, 37, 232–240.
  • Kim S.-W, Lee Y.-J and Kim K.-H: ‘Flexural behavior of reinforced concrete beams with electric arc furnace slag aggregates’, J. Asian Archit. Build. Eng., 2012, 11, (1), 133–138.
  • Kim S.-W, Lee Y.-J and Kim K.-H: ‘Bond behavior of RC beams with electric arc furnace oxidizing slag aggregates’, J. Asian Archit. Build. Eng., 2012, 11, (2), 359–366.
  • Kim S.-W, Kim Y.-S, Lee J.-M and Kim K.-H: ‘Structural performance of spirally confined concrete with EAF oxidizing slag aggregate’, Eur. J. Environ. Civil Eng., 2013, 17, (8), 654–674.
  • Architectural Institute of Japan: ‘Recommendation for practice of concrete with electric arc furnace oxidizing slag aggregate’; 2005, Tokyo, Architectural Institute of Japan.
  • Kim K.-H, Lim J.-Y, Ryu D.-H and Choi S.-W: ‘The present situation of production and its utilization of electronic arc furnace oxidizing slag in Korea and other countries’, Mag. Korea Concr. Inst., 2007, 19, (6), 51–52.
  • Korean Standards Association: ‘Electric arc furnace oxidizing slag aggregate for concrete’; 2011, Seoul, Korean Standards Association.
  • ACI Committee 318: ‘Building code requirements for structural concrete (ACI 318M–11) and commentary’, 107–118; 2011, Farmington Hill, MI, American Concrete Institute.

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