Stress concentration factor ($K_t={\sigma }_{\max }/{\sigma }_{\mathrm{ref}}$)

A stress concentration factor compares a specified local peak stress with a defined nominal reference:It is dimensionless. Both the stress component and the reference geometry belong in its definition; a number quoted without them can be ambiguous. In the infinite circular-hole Kirsch equations, the maximum tangential tension is three times the remote uniaxial stress, so that particular reference gives $K_t=3$.^[ref]

For an original finite-plate normalization example, let width $W=50\mathrm{mm}$, thickness $t=2\mathrm{mm}$, central-hole diameter $d=10\mathrm{mm}$ and tensile force $P=1000\mathrm{N}$. The gross and minimum-net reference stresses areIf the local peak is stipulated as $28\mathrm{MPa}$, the same specimen has $K_{tg}=2.8$ and $K_{tn}=2.24$. In general $K_{tn}=K_{tg}(1-d/W)$ for these reference definitions. This conversion does not solve the finite plate's stress field or predict its peak.

The reference can also be a nominal bending stress or another stress appropriate to the applied loading. A factor obtained for axial tension cannot automatically be reused for a bending problem with different boundary conditions.

An elastic concentration factor is distinct from the crack-tip stress intensity factor, which has units of stress times square root of length. Nor does $K_t$ by itself supply fatigue life or a failure load: yielding, defects, residual stress and the loading history require additional analysis. The factor describes amplification within its stated elastic model.