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Thermal behaviour of ladle slag mortars containing ferrochrome slag aggregates

  • Elijah Adesanya
  • , Marjaana Karhu
  • , Arnold Ismailov
  • , Katja Ohenoja
  • , Paivo Kinnunen
  • , Mirja Illikainen*
  • *Tämän työn vastaava kirjoittaja

Tutkimustuotos: ArtikkeliTieteellinenvertaisarvioitu

18 Sitaatiot (Scopus)

Abstrakti

Concretes, depending on their application, may be exposed to elevated temperatures during their lifetime, especially when placed near or in a furnace or during an accidental fire. The thermal stability of alkali-activated mortars and hydrated mortars prepared using ladle slag and two different aggregates was studied. A commercial calcium aluminate cement was used as a comparison for the properties after exposure to temperatures up to 1000°C. All samples were characterised and analysed through a strength test, dilatometric analysis, thermogravimetric analysis, ultrasonic pulse velocity and scanning electron microscopy. The hydrated ladle slag mortars exhibited properties similar to or better than the commercial calcium aluminate cement, while the alkali-activated ladle slag’s thermal properties were inferior to the hydrated ladle slag mortars. The tests also showed that the use of ferrochrome slag aggregates in hydrated ladle slag mortars exhibited similar properties to those using sand aggregate mortars. The damage behaviours of the mortars were dependent on the temperature-induced dehydration, dehydroxylation and thermal incompatibility between the paste and aggregates. The results from this study specify the possibilities of using 100% industrial by-product-based mortar and near-zero carbon dioxide emissions as a fire-resistant material in furnaces, buildings and fireplaces.

AlkuperäiskieliEnglanti
Sivut168-182
Sivumäärä15
JulkaisuAdvances in Cement Research
Vuosikerta33
Numero4
DOI - pysyväislinkit
TilaJulkaistu - 2021
OKM-julkaisutyyppiA1 Alkuperäisartikkeli tieteellisessä aikakauslehdessä

Rahoitus

This research was funded by the European Regional Development Fund (A70189) under the auspices of the MINSI project and the following companies: SSAB Europe Oy, Ekokem Oy, Stora Enso Oy, Pohjolan Voima Oy and Oulun Energia Oy. The authors would like to thank CALTRA Netherland BV for providing the cement, Niko Hyttinen and Jouko Mäki from Outokumpu Chrome Oy for providing the ferrochrome slag, and Simo Isokääntä from SSAB for the LS used in this study. The authors would also like to thank Jarno Karvonen, Jani Österlund and Johannes Kaarre for their contribution to the laboratory work.

Julkaisufoorumi-taso

  • Jufo-taso 1

!!ASJC Scopus subject areas

  • Building and Construction
  • Yleinen materiaalitiede

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