Reinforcement — where it appears
Named by 3 essays across 2 fields — each of them below, with the objects they name alongside it.
The beam that becomes a truss
Once a web has cracked in shear there is no shear stress field in it any more. There are concrete struts, two chords and whatever crosses the cracks, and the angle of those cracks is not a property of the material — it is something the designer chooses, and every quantity in the beam moves when it changes.
The force that splits what it pushes on
A prestressing tendon delivers its whole force through a plate a fraction of the section deep. One depth further along the stress is uniform, and the spreading in between requires a transverse tension nobody applied — the force that splits end blocks, and the only number in the design that no equilibrium equation on the member can see.
Squeezed sideways into a different material
Concrete in a cylinder test fails by splitting apart sideways under a load pushing it down. Put a hoop round it and the splitting has to stretch steel — and a lateral pressure of a twelfth of the strength raises the strength by half and the ultimate strain by eight.
Named alongside it
The objects these essays reach for when they reach for this one.
EquilibriumFree bodyStrut and tieAnchorage zoneArchingBearing stressBurstingConcrete strengthConcrete strutConfinementCracked sectionD region