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Steel‐Concrete Composite Bridge Diagnostics and Reconstruction

Author(s): (Technical University of Kosice Kosice Slovakia)
(Technical University of Kosice Kosice Slovakia)
(Technical University of Kosice Kosice Slovakia)
(Technical University of Kosice Kosice Slovakia)
(Technical University of Kosice Kosice Slovakia)
(Technical University of Kosice Kosice Slovakia)
(Technical University of Kosice Kosice Slovakia)
Medium: journal article
Language(s): English
Published in: ce/papers, , n. 5, v. 6
Page(s): 921-922
DOI: 10.1002/cepa.2765
Abstract:

Many bridges in Slovakia are reaching their designed life span these days. Due to frequent errors during the construction of those bridges as well as bad maintenance, steel‐concrete bridges are now in a critical state and urgent repairs of those structures are needed. In this article progressive methods of retrofitting existing concrete bridges are shown. In the presented method, the original pillars and original bridge deck will remain in their place, and on the existing deck new composite, steel‐concrete bridge deck with encased steel members of progressive shape will be created. This method brings significant cost reduction for such retrofitting and enables the application of increased loads on the bridge.

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/cepa.2765.
  • About this
    data sheet
  • Reference-ID
    10767278
  • Published on:
    17/04/2024
  • Last updated on:
    17/04/2024
 
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