Tests on wrought iron bridges-analysis of recorded data (TN-TAS-023)

Last updated on 09 December 2013 3:38
7 : CONCLUSIONS 7.1 Whilst most of the work to date has not been very helpful in determining the stress distribution in concrete sleepers, it has shown that the shrinkage mechanism in concrete can be sufficient to cause cracking at the Pandrol insert. It is anticipated that the proposed...
Author(s): Johnson HK;Dean PA
Organisation(s): British Rail Research ;
1968
United Kingdom
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