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A key concern is on placing welds in regions of nominal stress.
The linear structural stress is modified by taking into account the nominal stress in the weld.
Deck failure was defined as deck plate's ultimate strength becoming lower than the maximum nominal stress.
The crystal lattice deformed almost linearly with the average nominal stress.
All of the published data for HFMI-treated welds are presented in terms of nominal stress.
Calculated Kn and reported nominal stress values are used to determine local stresses.
The detail fatigue rating method, DFR method, is based on the nominal stress fatigue approach.
The nominal stress at failure varied significantly with interface dimensions, thus invalidating its use as a fracture criterion.
Once determined, these fatigue curves can be used in the same sense as the traditional nominal stress approach.
In addition to the traditional nominal stress approach, various approaches were developed using a local stress as fatigue parameter.
The values of stiffness and nominal stress at a given elongation all increase with increased strain rate.
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