Steel fibre reinforced concrete for crossing bearers (IM-TS-074)

Last updated on 17 July 2013 9:45
It is generally accepted that the maximum flexural strength that can be achieved with normal high quality concrete will be in the region of 7 N/mm². By including steel fibre reinforcement it is possible to exceed this value. In a recent crossing bearer design exercise, a concrete flexural strength...
Author(s): Dixon J.F.
Organisation(s): British Rail Research ;
1976
United Kingdom
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