An experimental investigation of the mechanical strength of cold-drawn AISI 1018 steel under high-temperature steady- and transient-state conditions

•The mechanical properties of cold-drawn AISI 1018 steel (CDS 1018) were provided at elevated temperature.•CDS 1018 experiences relatively slow degradation in the temperature range of 100–300 °C.•Dynamic strain ageing (DSA)-induced steel at 500 °C.•CDS 1018 exhibits low thermal strain in the tempera...

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Veröffentlicht in:Construction & building materials 2020-01, Vol.232, p.117193, Article 117193
Hauptverfasser: Badaruddin, Mohammad, Sugiri, Agus, Wang, Chaur Jeng
Format: Artikel
Sprache:eng
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Zusammenfassung:•The mechanical properties of cold-drawn AISI 1018 steel (CDS 1018) were provided at elevated temperature.•CDS 1018 experiences relatively slow degradation in the temperature range of 100–300 °C.•Dynamic strain ageing (DSA)-induced steel at 500 °C.•CDS 1018 exhibits low thermal strain in the temperature range from 25 to 650 °C.•CDS 1018 exhibits thermal creep resistance up to a fire temperature of 600 °C. Generally, in the event of a fire, steel structures exhibit different characteristics in terms of mechanical property degradation, which is significantly affected by the manufacturing of the steel. Therefore, the mechanical properties of cold-drawn AISI 1018 steel (CDS 1018) at elevated temperatures under steady- and transient-state conditions were investigated. The thermal expansion of CDS 1018 is relatively less than the thermal expansion predicted using Eurocode and ASCE standards at temperatures ranging from 25 to 650 °C. Dynamic strain ageing (DSA) improves the mechanical strength of CDS 1018 at steady-state temperatures ranging from 400 to 500 °C. Under transient-state conditions, the mechanical strength of CDS 1018 is better than those of high-strength steel (HSS) and ultrahigh-strength steel (UHSS) grades in the temperature range of 500–600 °C. Application of the cold-drawing process to AISI 1018 steel provides thermal creep resistance at temperatures up to 600 °C. The current design standards from the Eurocode, ASCE and AISC cannot be adapted for the fire-resistant design of structural mild steel delivered by cold-drawing conditions. Therefore, the present experimental data series obtained from steady- and transient-state methods are applicable to predict the mechanical degradation of CDS 1018 for engineering applications in fire-safety design.
ISSN:0950-0618
1879-0526
DOI:10.1016/j.conbuildmat.2019.117193