The cossacks of the Ukraine - comprising biographical by Henryk Count. Krasinski

By Henryk Count. Krasinski

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It was determined that an improved design method should distinguish between different directions of loading, modes of failure and condition of the base material (cracked or non-cracked). In addition, modern design recommendations should consider all available test data and differences among already existing recommendations should be analyzed and reconciled. This task was performed at the University of Stuttgart and during the visit of the author to the Structural Engineering Laboratory at the University of Texas, Austin in 1990-1991.

Tragverhalten von Metallspreizdübeln in ungerissenem und gerissenem Beton bei der Versagensart Herausziehen. Dissertation, Institut für Werkstoffe im Bauwesen, Universität Stuttgart, 1993. 30. : Bemessung von Befestigungen mit Verbunddübeln. Dissertation, Institut für Werkstoffe im Bauwesen, Universität Stuttgart, 2001. 31. : Vorschlag eines Bemessungskonzeptes für Verbundanker. Bericht Nr. 20/25-98/6, (nicht veröffentlicht). Institut für Werkstoffe im Bauwesen, Universität Stuttgart, 1998. 26 32.

Tragverhalten von Befestigungen unter Querlast im ungerissenen Beton. Dissertation, Institut für Werkstoffe im Bauwesen, Universität Stuttgart, 1990. 22. : Concrete Capacity Design (CCD) Approach for Fastening to Concrete. ACI Structural Journal, Vol. 92, No. 1, S. 73-94, 1995/1. 23. : Concrete Capacity Design (CCD) Approach for Fastening to Concrete, Authors’ Closure to Discussion. ACI Structural Journal, Vol. 92, No. 6, S. 794-802, 1995/2. 24. : Zum Trag- und Verschiebungsverhalten von Kopfbolzen bei zentrischem Zug.

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