Hochstraße Barkauer Kreuz in Kiel - Nachrechnung und Instandsetzung einer anspruchsvollen Spannbetonbrücke
Author(s): |
Karl Morgen
Stephan Süfke Manfred Keuser Thomas Braml |
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Medium: | journal article |
Language(s): | German |
Published in: | Bautechnik, February 2016, n. 2, v. 93 |
Page(s): | 105-113 |
DOI: | 10.1002/bate.201600008 |
Abstract: |
Bridge across the Barkauer Crossing in Kiel - Recalculation and rehabilitation of a demanding prestressed concrete bridgeThe bridge across the Barkauer crossing was built in 19970/71 as a prestressed concrete bridge with a wide T-beam cross section. The bridge has seven spans with span widths up to 33.15m and it is extremely curved in the ground section. The recalculation of the bridge on the levels 1 and 2 according to the German recalculation regulations [1] showed good results for most of the parts of the bridge. Deficits were found only in the axes B,C and D. Therefore a recalculation on level 4 was done, based on a FE-calculation and the proof for bridge class 60 was obtained. For a safe long time use a rehabilitation was necessary. |
Keywords: |
failure probability sensitivity analysis rehabilitation repair non-linear finite element analysis physically prestressed concrete bridge probability of failure building evaluation
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Available from: | Refer to publisher |
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data sheet - Reference-ID
10072822 - Published on:
24/04/2016 - Last updated on:
24/04/2016