Spannbetonbau in der DDR - Anwendung und experimentelle Untersuchung des ITB-Spannverfahrens
Author(s): |
Guido Bolle
Gregor Schacht Steffen Marx |
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Medium: | journal article |
Language(s): | German |
Published in: | Beton- und Stahlbetonbau, June 2014, 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 reinforcementThe 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
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Available from: | Refer to publisher |
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data sheet - Reference-ID
10070146 - Published on:
11/06/2014 - Last updated on:
13/08/2014