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Experimentelle Tragsicherheitsbewertung von Stahlbetonbauteilen ohne Querkraftbewehrung

Author(s):


Medium: journal article
Language(s): German
Published in: Bautechnik, , n. 11, v. 88
Page(s): 757-764
DOI: 10.1002/bate.201101517
Abstract:

Experimental Assessment of the structural safety of reinforced concrete structures without shear reinforcement.

For the experimental investigation of existing concrete structures it is crucial to be able to analyze and assess the load bearing behavior online during the loading test. Only this ensures that a pronouced failure or an inacceptable damage of the structure can be avoided in the test.
Unlike bending failure, this assessment is rather difficult and not yet securely possible for low-ductile types of failure, like the shear failure of reinforced concrete structures members without web reinforcement.
This paper explains the difficulties of assessing the danger of shear failures of reinforced concrete structures und discusses which main influencing factors have to be considered for an evaluation and especially for the case of a loading test. For the experimental tests, which have been carried out, different measuring techniques (usual deformation measurement techniques, photogrammetry and acoustic emission analysis) were combined and tested regarding their suitability for the detection of smallest structural changes.

Keywords:
loading test shear force load carrying capacity test shear failure photogrammetry acoustic emission monitoring
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/bate.201101517.
  • About this
    data sheet
  • Reference-ID
    10067143
  • Published on:
    05/09/2012
  • Last updated on:
    13/08/2014
 
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