Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Maarten Rikken"'
Publikováno v:
IABSE Congress Reports.
A common problem in steel bridges is fatigue of orthotropic decks due to heavy traffic demands. Whilst replacing the asphalt with a high strength concrete overlay can solve this problem, it imposes significant additional self-weight. This additional
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c306e7f1debf240c4ac1eb1d16a94c8
https://doi.org/10.2749/ghent.2021.1496
https://doi.org/10.2749/ghent.2021.1496
Publikováno v:
Journal of Materials Processing Technology, 261, 98-106. Elsevier
Journal of Materials Processing Technology, 261, 98-106
Journal of Materials Processing Technology, 261, 98-106
This study examines residual stresses in bead-on-plate welded specimens in transverse direction over the thickness of the plate, using a combination of experimental and numerical procedures. Dilatometer and tensile tests were used to determine the ph
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b37ecc4078bf4df7d8e776c2e36a7120
https://research.tue.nl/nl/publications/eaffd464-0281-4f26-9691-16ee32e79b72
https://research.tue.nl/nl/publications/eaffd464-0281-4f26-9691-16ee32e79b72
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 419:012036
Steel bridges built in the post war period were not built for the current traffic intensities and are therefore prone to fatigue damage. The combination of high traffic intensities, low quality steel and suboptimal weld detailing can generate fatigue
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d663b949705aecefb3e269543d3ddb83
https://doi.org/10.1088/1757-899x/419/1/012036
https://doi.org/10.1088/1757-899x/419/1/012036