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Steckner, S.

Es wird ein Berechnungsverfahren und das zugehörige mechanische Modell für Stahlstützen, die in Stahlbetonfundamenten eingespannt sind, vorgestellt. Die Tragwirkung beruht im wesentlichen auf der Haftreibung zwischen Stahl und Beton. Die Ergebnisse werden durch Modellversuche überprüft.
Source:     Bautechnik 46 (1969), No. 10
Page/s:     348-352
Language of Publication:     German

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