Maintenance of orthotropic steel bridge decks with longitudinal Y-stiffeners-Reference-Cited by-同舟云学术

Maintenance of orthotropic steel bridge decks with longitudinal Y-stiffeners

Published:2013 Issue: Volume: Page:
ISSN:2221-3783
Container-title:IABSE Conference, Rotterdam 2013: Assessment, Upgrading and Refurbishment of Infrastructures
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Author:

Hubmann Michael,Günther Hans-Peter,Kuhlmann Ulrike

Abstract

<p>This paper gives an overview on research realized for orthotropic steel bridge decks, especially considering longitudinal Y-stiffeners. In a running research project fatigue cracks observed at existing bridges with Y-stiffeners were documented together with the original shop drawings based on literature and personal research. Furthermore, existing methods of repairing of cracks between stiffener and crossbeam have been summarized. Promising innovative methods of maintenance were identified and fatigue tests on these details and their repairing methods were realized. Thereby, the construction detail in the original condition and the construction detail in the repaired condition are tested and compared to each other in order to estimate the effectiveness of the maintenance method. First results of this running research program are presented.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference23 articles.

1. FIEDLER E., "Die Entwicklung der orthotropen Fahrbahnplatte in Deutschland", Stahlbau, Ernst und Sohn Verlag, 2009, pp. 562-576.

2. WEITZ F. R., "Entwurfsgrundlagen und Entscheidungskriterien für Konstruktionssysteme im Großbrückenbau unter besonderer Berücksichtigung der Fertigung", Dissertation Technische Hochschule Darmstadt, 1975.

3. NATHER F., "Erfahrung mit der Sanierung und Verstärkung stählerner Straßenbrücken",Baukultur, Wiederspahn Verlagsgruppe, 1990, pp. 44-50.

4. CLARK J. G., "Welded deck highway bridges", The James F. Lincoln Arc Welding Founda- tion, 1950.

5. KOLSTEIN M. H., "Fatigue Classification of Welded Joints in Orthotropic Steel Bridge Decks", Structural and Building Engineering, Design and Construction Department, Facul- ty of Civil Engineering and Geosciences, Delft University of Technology, 2007.

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