Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Termicheskaya obrabotka armaturnoi stali s induktsionnym nagrevom
Heat treatment of concrete reinforcement steel by induction heating; 35GS steel rods prepared by this method have mechanical properties which meet specifications At-V and At-VI, while rods from St 4 cp steel comply with At-III; 35GS steel after optimum tempering, has impact strength of 9 to 11 kg m/sq cm; threshold of cold brittleness by brittle fracture is at -50 to -60 C; with decrease of temperature to -90 C, impact strength still remains at 5 to 7 kg m/sq cm, which shows advantage over plain furnace heating. (See also Stal n 6 June 1964 p 538-40)
Termicheskaya obrabotka armaturnoi stali s induktsionnym nagrevom
Heat treatment of concrete reinforcement steel by induction heating; 35GS steel rods prepared by this method have mechanical properties which meet specifications At-V and At-VI, while rods from St 4 cp steel comply with At-III; 35GS steel after optimum tempering, has impact strength of 9 to 11 kg m/sq cm; threshold of cold brittleness by brittle fracture is at -50 to -60 C; with decrease of temperature to -90 C, impact strength still remains at 5 to 7 kg m/sq cm, which shows advantage over plain furnace heating. (See also Stal n 6 June 1964 p 538-40)
Termicheskaya obrabotka armaturnoi stali s induktsionnym nagrevom
Termicheskaya obrabotka armaturnoi stali s induktsionnym nagrevom
Evangulova, E.P. (Autor:in) / Golovin, G.F. (Autor:in)
1964
3 pages
Aufsatz (Zeitschrift)
Englisch
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