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Determining the SCFs of tubular bridge joints with an alternative method

  • Published:2014-10 Issue: Volume:101 Page:1-8
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Stael Dries,De Backer Hans,Van Bogaert Philippe

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. Stability and node-detailing of tubular steel arch bridges;Bogaert Ph,2007

2. Design and construction of double-curved railway overpass and 3-track tubular arch bridge;Bogaert Ph,2010

3. Tubular trusses with K-joints in bridges;Hubmann,2012

4. Fatigue behaviour of welded circular hollow section joints in bridges;Schumacher,2003

5. Fatigue design of offshore steel structures 2012;Det Norske Veritas (DNV),2012

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1. Evolution of welding residual stresses during cyclic tests in welded tubular joints;Journal of Constructional Steel Research;2024-05

2. Effectiveness of Incomplete Welds in Nodes of Bridge Truss Girder Nodes with Hollow Core Profile Members;IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation;2022

3. Brace arrangement, node stiffening and connection of springs of steel tubular arch bridges;Gradjevinski materijali i konstrukcije;2019

4. On the ratcheting response of circular steel pipes subject to cyclic inelastic bending: A closed-form analytical solution;International Journal of Mechanical Sciences;2016-10

5. Cold-formed steel structures: Research review 2013–2014;Advances in Structural Engineering;2016-02-17
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