Fatigue and Fracture in Steel Bridges¶
Fisher, J. W. (1984). Fatigue and Fracture in Steel Bridges: Case Studies. Wiley.
Cited by¶
1 citation across 1 artifact.
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Primes¶
- Silent Representation Overflow
- Database column width. Legacy fixed-length columns silently truncate longer values, and downstream joins or lookups proceed against a corrupted key. Civil-engineering design loads. Bridge load class and beam capacity were sized for an assumed traffic regime; as the regime drifts heavier the structure does not announce exceedance but accumulates fatigue silently and fails in service.
This sourceTwenty-two case studies of fatigue-crack propagation and in-service fracture in steel bridges, where cyclic loading silently accumulates fatigue damage with no boundary signal until a crack surfaces in service — the physical-load analogue of silent overflow.
- Database column width. Legacy fixed-length columns silently truncate longer values, and downstream joins or lookups proceed against a corrupted key. Civil-engineering design loads. Bridge load class and beam capacity were sized for an assumed traffic regime; as the regime drifts heavier the structure does not announce exceedance but accumulates fatigue silently and fails in service.
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