Mechanical engineering

bollarding

A defect in which a testpiece is deformed into a bollard-like shape.

bollarding: necking that goes too far in tensile testing

Bollarding is a failure mode in tensile testing where a metal specimen undergoes extreme localized necking, reducing the cross-section to a thin, pointed stem that resembles a bollard or traffic post. This occurs when a material continues to deform plastically under tension well beyond the point of uniform strain, concentrating all further elongation into a narrow zone rather than distributing it across the gauge length. The result is a permanent deformation that looks less like a broken rod and more like a deliberate narrowing, hence the name.

The phenomenon is most common in highly ductile materials such as annealed copper, low-carbon steel, and some aluminum alloys. These materials can sustain large plastic strains before fracture, so instead of breaking cleanly, they funnel nearly all remaining deformation into a single weak point. The process accelerates because as the neck forms, stress concentration in the thin region drives further localized deformation. Bollarding can be so extreme that the specimen separates without ever fully fracturing, leaving a sharp pointed end.

Why it matters in testing

Bollarding complicates interpretation of tensile test data. The presence of a bollard indicates the material reached its ultimate tensile strength and began strain hardening, but the final elongation measurement becomes unreliable because the gauge marks spread unevenly. Standards like ASTM E8 and ISO 6892 account for this by specifying acceptance criteria for specimen geometry and by distinguishing between uniform elongation (measured before necking begins) and total elongation (which includes the bollarded section). A severely bollarded specimen may be rejected as a valid test result.

Bollarding is not a defect in the material itself, but rather a signature of its ductility and the testing method. In service, ductile materials rarely undergo such extreme necking because they typically fail by fatigue, corrosion, or overload before reaching the strains needed for bollarding. However, in slow-speed tensile testing under laboratory conditions, the instability that drives necking goes unchecked, and bollarding becomes visible evidence that the material's strain-hardening rate has fallen below the stress concentration driving the neck.

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