Experimentelle Bewertung der Schubtragsicherheit von Stahlbetonbauteilen

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Autoren

  • Gregor Schacht
  • Guido Bolle
  • Manfred Curbach
  • Steffen Marx

Organisationseinheiten

Externe Organisationen

  • Marx Krontal Partner
  • Hochschule Wismar University of Technology, Business and Design
  • Technische Universität Dresden
Forschungs-netzwerk anzeigen

Details

OriginalspracheDeutsch
Seiten (von - bis)343-354
Seitenumfang12
FachzeitschriftBeton- und Stahlbetonbau
Jahrgang111
Ausgabenummer6
PublikationsstatusVeröffentlicht - 1 Juni 2016

Abstract

Experimental Evaluation of the shear bearing safety The experimental evaluation of a reinforced concrete member with the danger of a brittle shear failure is yet not covered by the Guideline of the DAfStb for load testing because of the low ductile failure process. This paper describes the theoretical and experimental investigations carried out in [1] to allow a safe evaluation of the shear bearing safety in-situ. For a high resolution of the beginning failure processes a combination of modern measuring techniques was applied. The results of the experimental investigations are shown and discussed. Finally advises are given for the experimental evaluation of the shear bearing safety during load testing of reinforced concrete members.

ASJC Scopus Sachgebiete

Zitieren

Experimentelle Bewertung der Schubtragsicherheit von Stahlbetonbauteilen. / Schacht, Gregor; Bolle, Guido; Curbach, Manfred et al.
in: Beton- und Stahlbetonbau, Jahrgang 111, Nr. 6, 01.06.2016, S. 343-354.

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Schacht G, Bolle G, Curbach M, Marx S. Experimentelle Bewertung der Schubtragsicherheit von Stahlbetonbauteilen. Beton- und Stahlbetonbau. 2016 Jun 1;111(6):343-354. doi: 10.1002/best.201600006
Schacht, Gregor ; Bolle, Guido ; Curbach, Manfred et al. / Experimentelle Bewertung der Schubtragsicherheit von Stahlbetonbauteilen. in: Beton- und Stahlbetonbau. 2016 ; Jahrgang 111, Nr. 6. S. 343-354.
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