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Effect of internal defects on the fatigue strength of bridge butt welds (TM-MF-197)

Last updated on 12 April 2013 2:53

In line butt welds in steel bridges are normally sized to ensure that fatigue failure by cracking from the weld toe will not cause premature failure of the structure. It is equally important to ensure that failure will not occur from internal flaws within the weld. Proposals for the...

Author(s): Pang T M

Organisation(s): British Rail Research ;

1990

United Kingdom

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