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Hochstraße Barkauer Kreuz in Kiel - Nachrechnung und Instandsetzung einer anspruchsvollen Spannbetonbrücke

Author(s):



Medium: journal article
Language(s): German
Published in: Bautechnik, , 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 bridge

The 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
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.201600008.
  • About this
    data sheet
  • Reference-ID
    10072822
  • Published on:
    24/04/2016
  • Last updated on:
    24/04/2016
 
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