A jump between the upper yield point and lower yield point is well evident in
strain driven tests on low-carbon steel bars. However, in the constitutive
equations commonly used to model the elastic-plastic flexure of beams this
jump is usually neglected. Here, we show instead that such jump, albeit
small, may drastically vary the structural response, because it renders the
moment-curvature relationship of the beam strain-softening in type and with
horizontal asymptotes. Because of this, with a process analogous to a phase
transition within the solid state itself, strain may suddenly localize in the
form of concentrated rotations of the beam axis, indeed forming a
plastichinge in the classical sense of limit analysis. Therefore, the formation of
plastic hinges, usually indicated as an approximate or technical model, is now
rigorously predicted by this approach. Experimental observations corroborate this
finding.