Fatigue of concrete railway bridges experimental results compared to calculated results according to eurocode 2, part 2 (ENV 1992/2)

Last updated on 12 October 2012 5:59
Fatigue of structures in general, and concrete railway bridges in particular, has become increasingly important due to a number of developments, such as heavier axle-loads, higher train velocities and greater traffic density (larger number of load cycles and greater loads), a tendency for slender construction, use of new materials and...
Author(s): Allaart A.P.
Organisation(s): ERRI Holland Railconsult ;
1997
Netherlands
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