Improvement of the Fatigue Strength of Steel Bridges by Adhesively Bonded Steel Patches—Adhesives and Processes-Reference-Cited by-同舟云学术

Improvement of the Fatigue Strength of Steel Bridges by Adhesively Bonded Steel Patches—Adhesives and Processes

Published:2022-05-01 Issue: Volume: Page:96-127
ISSN:
Container-title:Durability of Building and Construction Sealants and Adhesives: 7th Volume
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Author:

Stammen Elisabeth¹^ORCID,Abeln Björn²^ORCID,Ilg Florian³^ORCID,Feldmann Markus²^ORCID,Schuler Christian³^ORCID,Dilger Klaus¹^ORCID

Affiliation:

1. Technische Universität Braunschweig, Institute of Joining and Welding, 38106 Braunschweig, Lower Saxony, DE

2. RWTH Aachen University, Institute of Steel Construction, 52074 Aachen, North Rhine-Westphalia, DE

3. Munich University of Applied Sciences, Institute for Material and Building Research, 80333 Munich, Bavaria, DE

Publisher

ASTM International

Reference46 articles.

1. Federal Highway Research Institute (BAST), “Bridges of the Federal Highways: Percentage of Partial Structures and Bridge Areas in the Federal States,” https://web.archive.org/web/20200810080353/https://www.bast.de/BASt_2017/DE/Statistik/Bruecken/Brueckenstatistik.pdf?__blob=publicationFile&v=10

2. H. Friedrich, “Overview: Damages and Repair Variants,” https://web.archive.org/web/20200810081133/https://bast.opus.hbz-nrw.de/opus45-bast/frontdoor/deliver/index/docId/377/file/stahlbrAckenbau_friedrich.pdf

3. Repair Methods and Safeguarding Measures for the Bridge over the Rhine near Leverkusen and Duisburg-Neuenkamp – A First Report (Part 1);Paschen;Stahlbau,2017

4. Retrofitting Methods for Orthotropic Steel Deck Plates with Category-1-Damages;Stranghöner;Stahlbau,2017

5. Refurbishment of Orthotropic Steel Bridge Decks with Damages of the Category 2;Kuhlmann;Stahlbau,2017

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