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Dynamic stresses in timber

Dynamische spannungen in schnittholz

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Zusammenfassung

Auf der Grundlage der in dieser Arbeit entwickelten Theorien und beim Stande der augenblicklichen Kenntnisse aus der experimentellen Praxis kann das orthotrope Verhalten von Holz in der Form von Ausdrücken der Konstanten s11, s12, s13, s22, s23, s33, s44, s55 und s66 sowie den entsprechenden fik-Werten definiert werden. Die entwickelte Theorie wurde in Vorversuchen geprüft [Bhatnagar 1963] zum Zwecke der Ableitung von analytischen Gleichungen für einfache Fälle von Zug-, Druck-, Biegungs- und Verdrehungsbeanspruchung sowie der Fließgrenze. Die Theorie kann in allen Fällen der Prüfung elastisch-plastischer Materialien, wie z. B. Holz, sinnvoll angewendet werden.

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  1. Dehra Dun, Indien

    A. C. Sekhar

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  1. A. C. Sekhar
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Sekhar, A.C. Dynamic stresses in timber. Holz als Roh-und Werkstoff 24, 559–563 (1966). https://doi.org/10.1007/BF02610363

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