Welding — where it appears
Named by 2 essays across one field — each of them below, with the objects they name alongside it.
The stress that was there before the load
A rolled steel section leaves the mill carrying eighty N/mm² of stress with nothing applied to it, in a pattern that sums to no force and no moment. It is invisible to every calculation and it is the knee in every column curve.
The seam that pressure protects
A soft weld zone pulled at 55 degrees to the load gets no help from the metal around it, because 55 degrees is the line a plate under uniaxial tension does not stretch. A spiral-welded tube winds its seam at about that angle. Pressurise the tube and the line that does not stretch moves to the tube's own axis, so the spiral seam is suddenly well protected and the longitudinal seam is the exposed one. The soft zone's weakness belongs to the loading as much as to the weld: a seam is in danger only where the field around it leaves its line unstretched.
Named alongside it
The objects these essays reach for when they reach for this one.
Biaxial stressColumn curveConstraintFirst yieldHeat-affected zoneHoop tensionImperfectionMoment-curvatureNeckingProof stressResidual stressSelf-equilibrating