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In fatigue design of welded joints according to the notch stress intensity factor (NSIF) approach, the weld toe profile is assumed to be a sharp V-notch having tip radius equal to zero, while the root side is assumed to be a pre-crack in the structure.
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Having tip-toed out of the bedroom, joints cracking while clutching in the dark for my book, I have settled by the warm embers of our holiday fireplace, blanket -wrapped, ready for that heart-warming feeling of cosy alertness in a world of slumber.
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Nations have tipping-points.
Connolly had tipped him off.
The scales have tipped, however.
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Display cases had tipped and shattered.
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