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Spannbetonbau in der DDR - Anwendung und experimentelle Untersuchung des ITB-Spannverfahrens

Author(s):


Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 6, v. 109
Page(s): 384-393
DOI: 10.1002/best.201400001
Abstract:

Investigations on a pre-stressed concrete bridge beam without pre-tensioned reinforcement

The paper gives an overview of the pre-stressing systems used in the former GDR and describes one system, called ITB, in detail. During the demolition of the bridge "10. Jahrestag" in Neubrandenburg, at which this pre-stressing system was first used, material samples and a specimen were taken and experimentally investigated. For the objective of the investigation of a pre-stressed concrete element without non-pre-stressed reinforcement, a cut out beam of a bridge was loaded until failure and different measuring technologies, like the photogrammetry, the acoustic emission analyses and the sectionwise curvature-measurement were used. The results of this experimental investigation are discussed in detail and the bearing behavior according to an unannounced failure is evaluated.

Keywords:
bridges failure shear force prestressing pre-stressed concrete measuring technology
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/best.201400001.
  • About this
    data sheet
  • Reference-ID
    10070146
  • Published on:
    11/06/2014
  • Last updated on:
    13/08/2014
 
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