Teilerneuerung der Talbrücke Einsiedelstein
Author(s): |
Steffen Mauer
Roger Rockenfelder |
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Medium: | journal article |
Language(s): | German |
Published in: | Beton- und Stahlbetonbau, February 2013, n. 2, v. 108 |
Page(s): | 84-95 |
DOI: | 10.1002/best.201200071 |
Abstract: |
The partial renewal of the viaduct EinsiedelsteinIn the course of the six-lane extension of the A1 motorway, the existing viaduct Einsiedelstein had to be partially renovated. It is an vault bridge built in 1938. As a basis for the planning of necessary measures of redevelopments finite element calculations were carried out taking into account the non-linear material behavior of the backfill concrete and masonry vaults for the loads of DIN technical report. The applied calculation methods allow a realistic modeling of the load-bearing behavior of historic masonry structures in the ultimate limit state and serviceability limit state. The calculation results were used for choosing a sustainable measure for the partial replacement of the vault bridge. |
Keywords: |
bridges modeling DIN-Fachbericht
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10067300 - Published on:
29/03/2013 - Last updated on:
13/08/2014