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Improved Assessment Methods for Static and Fatigue Resistance of Old Steel Railway Bridges
LCPC.
LCPC.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering. (Stålbyggnad)
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
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2007 (English)Report (Refereed)
Abstract [en]

The present section of Deliverable D.4.3 is dedicated to the static and fatigue assess-ment of old metal bridges. It forms the basis of the Chapter 7 guideline developed in work package 4 (WP4) “Guideline for Load and Resistance Assessment of Existing European Railway Bridges”. This section is divided into four parts related to the four research activities of the WP4 metal subgroup:

– Analysis of material properties of existing metal railway bridges, – Fatigue of riveted structure,

– Updated assessment methods for riveted structures,

– Enhanced non destructive techniques for inspecting riveted structures.

Place, publisher, year, edition, pages
Sixth Framework Programme , 2007. , p. 218
Series
Sustainable Bridges ; Background document D4.6
Keywords [en]
Assessment Methods, Steel Bridges, Static Resistance, Fatigue
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-75317OAI: oai:DiVA.org:ltu-75317DiVA, id: diva2:1337428
Note

EC Sixth Framework Program

Sustainable Bridges – Assessment for Future Traffic Demands and Longer Lives

TIP3-CT-2003-001653

Available from: 2019-07-14 Created: 2019-07-14 Last updated: 2025-10-22Bibliographically approved

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SB 4.6(2484 kB)895 downloads
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Johansson, BerntLarsson, Tobias

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CiteExportLink to record
Permanent link

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Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
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  • Other locale
More languages
Output format
  • html
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